Attachment 3 to the SETTLEMENT AGREEMENT AMONG THE UNITED STATES OF AMERICA, TAOS PUEBLO, THE STATE OF NEW MEXICO, THE TAOS VALLEY ACEQUIA ASSOCIATION AND ITS 55 MEMBER ACEQUIAS, THE TOWN OF TAOS, EL PRADO WATER AND SANITATION DISTRICT, AND THE 12 TAOS AREA MUTUAL DOMESTIC WATER CONSUMERS ASSOCIATIONS Part I: Documentation of OSE Taos Area Calibrated Groundwater Flow Model T17.0, January 11, 2006, by Peggy Barroll, PhD and Peter Burck, CGWP, NMOSE. 37 pages, plus Appendices A, B and C. Part II: Development of the T17sup.M7 Superposition Version of the Taos Area Groundwater Model, and Water Rights Administration under the Taos (Abeyta) Settlement; April 16, 2012. by Peggy Barroll, PhD, NM OSE. 17 pages, plus Appendices A, B, C, D and E.
Attachment 3 Part I Documentation of OSE Taos Area Calibrated Groundwater Flow Model T17.0, January 11, 2006, by Peggy Barroll, PhD and Peter Burck, CGWP, NMOSE. 37 pages, plux Appendices A, B and C.
DOCUMENTATION OF OSE TAOS AREA CALIBRATED GROUNDWATER FLOW MODEL T17.0 1/11/2006 by Peggy Barroll, Ph.D. and Peter Burck, CGWP New Mexico Office of the State Engineer with Taos Area Hydrogeologic Framework Discussion and Attachment by Paul Drakos, Jay Lazarus, Mustafa Chudnoff and Meghan Hodgins of Glorieta Geoscience Inc. Prepared by the New Mexico Office of the State Engineer Water Resource Allocation Program Technical Services Division
TABLE OF CONTENTS Page Executive Summary.. 1 1 Introduction. 1 1.1 Project Overview.... 1 1.2 Code and Software 4 1.3 Modeled Area.. 4 1.4 Conceptual Model. 4 1.5 Stream-Aquifer Interaction.. 6 1.6 Hydrogeology. 7 2 Groundwater Model Design and Input Parameters... 9 2.1 Model Temporal Discretization 9 2.2 Model Structure. 9 2.3 Areal Recharge and Mountain Front Recharge 11 2.4 Irrigation Return Flows. 12 2.5 Surface Water Features... 13 2.6 Evapotranspiration. 14 2.7 Groundwater Diversions 15 2.8 Hydraulic Properties... 16 3 Model Calibration. 18 3.1 Calibration Overview.. 18 3.2 Calibration Targets. 18 3.3 Calibration Results. 19 4 Summary and Conclusions 22 5 References.. 23 Figures.. 28-37 Appendix A: Water Level Data for Calibration Appendix B: Distribution of Hydraulic Properties, Stresses and Calibration Results Appendix C: Hydrologic Characteristic of Basin-Fill Aquifers in the Southern San Luis Basin, New Mexico by Paul Drakos, Jay Lazarus, Bill White, Chris Banet, Meghan Hodgins, Jim Riesterer and John Sandoval, 2004. Appendix D: CD with T17.0 Model Input Files: Calibrated Model and Future Projection Input Files. ii
LIST OF FIGURES Figures follow text: pages 28-37 Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Location map Observed water-level contour map (after Spiegel and Couse, 1969; and Purtymun, 1969), with new exploration wells posted. Model grid and selected model boundary features superimposed on base map. Model grid, selected model features with information on upper-most active model layer, and stream reach identifiers. Schematic cross section of the Taos Valley showing geological layers represented in the Taos Groundwater model. Cross-section, to scale, but with vertical exaggeration, showing model layers with topography and water table superimposed. Enlarged cross-section, to scale, but with vertical exaggeration, showing model layers with topography and water table superimposed. Enlarged to show uppermost layers in more detail. Calibration Results for Taos Groundwater Model: All head observations plotted vs. simulated heads. A perfect model would have all points landing on the 1:1 line (shown). Calibration Results for Taos Groundwater Model: Frequency Distribution of Residuals: Residual = observed head minus simulated head. Diagram of Model Grid with Vertical Hydrologic Gradient Sites. iii
LIST OF TABLES Table Table 1 Participating Member of Taos Technical Committee 2 Table 2 Model Layer Descriptions 10 Table 3 Transmissivity and Storage Values from Pumping Tests 17 Table 4 Model Calibration Statistics 20 Table 5 Vertical Head Differences between Shallow and Deep Wells: Observed and Simulated. Table 6 Model Water Budget 22 Page 21 iv
EXECUTIVE SUMMARY A calibrated groundwater model has been developed for the Taos Valley. This model is the result of several years of collaboration between the NM Office of the State Engineer, the U.S. Bureau of Reclamation, and other professional hydrologists with considerable experience in the Taos Valley, representing the Parties to the Abeyta Adjudication Settlement negotiations. The model was developed in response to 1) a need for a tool to evaluate the effects of groundwater development proposed during Adjudication Settlement Negotiations, especially groundwater diversions from deep levels of the aquifer system, and 2) a need for a tool to administer the wells subject to the Settlement Agreement. Given the hydrogeologic complexity of the Taos area, this groundwater flow model does a relatively good job matching observed water levels, the discharge from the springs at Buffalo Pasture, and the observed large downward vertical gradients. Simulation of the large vertical gradients constrains model vertical anisotropy, and allows the model to simulate the interaction between the deep and shallow aquifer systems with reasonable reliability. The model was designed, in part, to evaluate the hydrologic effects of wells proposed under the Taos Adjudication settlement, and it is recommended that the model be used in evaluating the hydrologic impacts of those wells. Determination of how and whether the model should be applied to the hydrologic evaluation of other wells should be made on a case-by-case basis. 1. INTRODUCTION 1.1 Project Overview At the request of the Parties to the Abeyta Adjudication Settlement negotiations, the New Mexico Office of the State Engineer (OSE) Hydrology Bureau developed a regional, 7-layer, groundwater flow model of the Taos Valley, New Mexico using the USGS groundwater flow simulator MODFLOW-2000. The OSE developed the model with input from members of the Taos Technical Committee. (Table 1) The Taos Technical Committee is comprised of geohydrologists representing the major parties involved in Taos Settlement negotiations (State of New Mexico ex rel. State Engineer v. 1
Abeyta and State of New Mexico ex rel. State Engineer v. Arellano, Civil Nos. 7896-BB and 7939-BB (consolidated) ( Abeyta )). Numerous model versions were generated during this process. This report documents the version released in 2004 as version T17.0, which was adopted by the Parties to the settlement negotiations for the purpose of evaluating hydrologic aspects of the Settlement Agreement. Table 1 Participating Members of Taos Technical Committee Names From Party Represented Peggy Barroll NM Office of the State State of New Mexico Peter Burck Engineer (OSE) Robert Talbot US Bureau of Reclamation United States Tom Bellinger (USBOR) Lee Wilson Lee Wilson and Associates Taos Pueblo Roger Miller Mustafa Chudnoff Jay Lazarus Glorieta Geoscience Town of Taos Meghan Hodgins Paul Drakos John Shomaker John Shomaker and Associates, Inc. Taos Valley Acequia Association Maryann Wasiolek Michael Spinks Hydroscience Associates Inc. El Prado Water and Sanitation District Chris Banet Bill White John Sandoval US Bureau of Indian Affairs (USBIA) Taos Pueblo This model incorporates results from recent hydrogeologic investigations, including a recent Town of Taos/Taos Pueblo cooperative deep drilling and hydrologic testing project sponsored by the USBOR. The geologic and hydrogeologic framework and aquifer coefficients used in the model are presented in Drakos et al. (2004c), which summarizes and interprets results from the deep drilling program and other Taos Valley geologic and hydrologic investigations. The Drakos Report is presented in Appendix C of this report. The model also incorporates the most recent geologic/hydrologic mapping by the New Mexico Bureau of Geology and Mineral Resources. Water level data collected by many agencies and consultants were used as calibration targets, including new data from the deep drilling project that allowed quantification of the large vertical hydraulic gradients present in the valley. The model simulates groundwater flow in about 3000 feet of alluvial and volcanic materials. Geologic strata represented in the model include Quaternary alluvial fan 2
deposits, Tertiary Servilleta basalt flows, and Tertiary Santa Fe Group sediments. Key hydrologic processes are simulated, including natural recharge, irrigation seepage, evapotranspiration, and the interaction between groundwater and surface water features including the Rio Grande, its tributaries, and Buffalo Pasture springs. The groundwater model is designed to calculate the effects of groundwater diversions on aquifer water levels and depletion to the Rio Grande, its tributaries and springs, including the Buffalo Pasture springs on Taos Pueblo. The tributaries supply water for irrigation to Taos Pueblo and to members of the Taos Valley Acequia Association. The Buffalo Pasture springs have great cultural significance to Taos Pueblo, and the Pueblo places a high value on protecting these springs. The groundwater model can be and has been used to evaluate scenarios in settlement negotiations in the on-going Abeyta water rights adjudication. In addition, it is anticipated that the model will form the basis of an administrative tool that will be used, as appropriate on a case-by-case basis, to administer water rights and evaluate the hydrologic impacts of proposed groundwater diversions, especially deep groundwater diversion such as the wells proposed in the Taos Settlement Agreement as of October 2005. (It may be preferable to use other methods to evaluate the effects of shallow wells). The model was run in steady state mode using long-term average stress inputs, and calibrated to the measured water levels from area wells and groundwater discharge estimated to occur to the Rio Grande and Buffalo Pasture. The calibrated model simulates observed heads and groundwater discharges reasonably well, and captures major groundwater features such as large downward vertical gradients, thus allowing the interaction of the shallow and deep aquifer systems to be well simulated. Transient calibration runs were made using historical metered and estimated groundwater diversions. These transient runs gave reasonable results, but groundwater development in the area has so far been very limited, and the available data do not show any significant aquifer response to groundwater development. This model was developed in conjunction with a surface water model of the Taos Valley that was produced by the USBOR. The development of the surface water model assisted in the development of some groundwater model input parameters, such as irrigation return flow and evapotranspiration by riparian and wetlands vegetation. 3
However, now that these basic inputs have been developed, no other data from the surface water model are required in order to evaluate groundwater diversions. The groundwater model can be run independently of the surface water model in the evaluation of development alternatives. 1.2 Code and Software The model was constructed using the modular three-dimensional finite-difference groundwater flow code developed by the United States Geological Survey (USGS) commonly known as MODFLOW (McDonald and Harbaugh, 1988, and Harbaugh and McDonald, 1996). MODFLOW-2000 was used in this application (Harbaugh et al., 2000; Hill et al., 2000). The model uses days (d) for the time unit, and the length units are in feet (ft). Thus, head measurements are given in feet above mean sea level (amsl), transmissivity values are in feet squared per day (ft 2 /d), and flow values are reported in cubic feet per day (ft 3 /d). 1.3 Modeled Area This model simulates the alluvial/volcanic aquifer system within the Taos Valley in Northern New Mexico (Figure 1). A detailed description of the model structure is presented in Section 2.2. The model is bounded by the mountain-front of the Sangre de Cristo Mountains on the east, the Rio Grande on the west, and the Rio Hondo on the north. The southern boundary is defined by the foothills of the Picuris Mountains and the confluence of the Rio Grande and Rio Pueblo de Taos (Figure 2). The model area includes the areas in and near the Town of Taos, Taos Pueblo, and surrounding communities (e.g., Ranchos de Taos, Los Cordovas, Cañon, Talpa, El Prado, Arroyo Seco, and Arroyo Hondo). The model grid is shown in Figure 3 and 4. 1.4 Conceptual Model The Taos Valley surface water system (Figure 2) consists of the Rio Grande and a number of tributaries that rise in the Sangre de Cristo Mountains and discharge into the Rio Grande. These tributaries include, from north to south, the Rio Hondo, Arroyo Seco, Rio Lucero, Rio Pueblo de Taos, Rio Fernando, Rio Chiquito and Rio Grande del 4
Rancho. The Rio Grande is deeply incised into the Servilleta basalts at the bottom of the Taos Gorge, and the tributaries generally become more deeply incised close to their confluence with the Rio Grande. Recharge enters the Taos groundwater system from 1) precipitation in the Sangre de Cristo Mountains, 2) seepage of tributary flow, 3) local precipitation, and 4) return flow and seepage from surface water irrigation. In general, groundwater in the shallow combined Servilleta/alluvial aquifer system flows in a southwesterly direction from the Sangre de Cristo mountain-front, subsequently discharging into the Rio Grande (Drakos et al. 2004c Figure 5). Based on limited data available from 12 deep wells (Drakos et al 2004c Figure 6), groundwater in the deeper alluvial aquifer, below the Servilleta basalts, appears to flow from east to west. Water leaves the aquifer via discharge to surface water features, pumping, and evapotranspiration. There may be some underflow components to and from adjacent basins, but these are not well quantified, and have been neglected in the current analysis. A schematic cross-section of the Taos Valley showing geologic layers represented in the model is presented in Figure 5. The model area includes a shallow unconfined alluvial aquifer system in the eastern part of the Taos Valley, underlain by layers of Servilleta basalt that extend westward to the Rio Grande. Below the Servilleta basalts, a deep aquifer system consisting of older Santa Fe Group basin fill deposits extends to depths greater than 3000 feet. Large downward gradients are observed between the shallow and deep systems, reflecting the drainage of groundwater from the shallow aquifer system downward into the deep aquifer. Within the deep system itself, piezometer data from the deep drilling project indicates moderate vertical gradients, mostly downward, but data from two sites indicates modest upward gradients (Drakos et al., 2004c). Groundwater development in the Taos Valley has been minor. On the order 2,500 acre-feet per year (AF/yr) of groundwater is diverted from wells, and the available water level data do not shown any significant or regional drawdown in response to this diversion. The few wells for which more than one water level is available do not show any systematic response to regional pumping, but rather, water level variations appear to reflect seasonal changes in conditions (USBIA wells near the Buffalo Pasture), or the difference in recharge between wet and dry years. 5
A number of springs discharge groundwater in the upper Taos Valley (within a few miles of the mountain front, where the water table is relatively shallow). The most significant of these are associated with the Buffalo Pasture on Taos Pueblo. Much of the spring discharge in the Taos valley appears to represent reappearing surface water that had seeped into the ground upstream of the springs, from streams, acequias or applied irrigation water. Evapotranspiration from phreatophytic vegetation and wetlands consumes water in some parts of Taos Valley, most significantly in the vicinity of the Buffalo Pasture. Evapotranspiration along the edges of streams probably intercepts infiltrating surface water before it could reach the regional water table, whereas wetlands farther away from streams are assumed to directly deplete shallow groundwater. 1.5 Stream-Aquifer Interaction The Rio Grande gains water throughout the river reach downstream of the Rio Hondo to the confluence of the Rio Grande and the Rio Pueblo de Taos, and acts as a drain to the groundwater system. Gains from groundwater seepage to the Rio Grande include subsurface gains along the riverbed and gains from springs in the canyon walls. Seepage studies and evaluation of gage data indicate that this reach gains about 20 to 25 cubic feet per second from groundwater (cfs) (Tetra Tech, 2003). The Rio Grande in this reach also gains water from surface inflows from the Rio Hondo and the Rio Pueblo de Taos. The tributary streams in the Taos area vary in how well they are connected to the groundwater system. The upper Rio Pueblo de Taos, near Taos Pueblo, is known to gain water from the groundwater system, as do various sub-reaches of the Rio Pueblo and Rio Lucero (USBOR, 2002). These reaches are clearly connected to the shallow groundwater system, and groundwater pumping could intercept water that otherwise would have discharged into these reaches. Other tributary reaches are unlikely to be well connected to the groundwater system. Except in its uppermost reaches at or near the mountain front, Arroyo Seco is a losing stream that is often dry, with lengthy reaches perched well above the water table. As a result, the connection between Arroyo Seco and the groundwater system is limited. Similarly, Rio Lucero above the Buffalo Pasture 6
is a losing stream that appears to be perched well above the water table; therefore groundwater pumping would not affect surface water flow in that reach. There are fewer observational data available for other tributary reaches such as the Rio Fernando, Rio Grande del Rancho and Rio Chiquito. It is assumed in the model that t these streams are connected to the groundwater system. The Buffalo Pasture itself is a large wetland located in and around the lower Rio Lucero, upstream from its confluence with the Rio Pueblo de Taos. The Buffalo Pasture is fed by the discharge of groundwater at numerous springs. Total groundwater discharge from the Buffalo Pasture appears to vary, and measurements and estimates of this discharge range from 2 to 15 cfs. In 2001, the total discharge measured from several large springs in the Buffalo Pasture totaled 7.41 cfs (USBOR, 2001). It is likely that much of the groundwater discharge from the Buffalo Pasture originated as seepage from the Rio Lucero and upstream acequias and also from mountain front recharge. The location of the springs may be geologically controlled: a low-permeability sedimentary unit may occur close to the surface under the Buffalo Pasture, forcing groundwater to the surface (Chris Banet, USBIA, personal communication, 8/22/2003). 1.6 Hydrogeology The Taos region is known to have at least four discrete groundwater zones or layers within 2500 feet below land surface. Figure 5 is a schematic cross section of the model area. There appear to be at least two water-bearing zones within the alluvial fan sediments above the Pliocene Servilleta basalt, one at depths approximately from 5 to 200 feet and another at depths approximately from 400 to 750 feet. Water in the fan sediments is sometimes perched and may be widespread across the eastern part of the valley as a result of historic irrigation practices. A third water-producing interval is located between the Upper and Middle Servilleta basalts and is informally referred to as the Aqua Azul Aquifer (Drakos, 2004a). The thickness of the entire Servilleta Formation (including interbedded sediments) ranges from 0 to 650 ft (Dungan et al., 1984). The sediments below the Servilleta are correlated with Miocene Santa Fe Group clays, silts, sands and gravels exposed in outcrop near Pilar, NM. These materials are rift fill sediments (Galusha and Blick, 1971) and consist of moderate to poorly sorted sands 7
with clasts of intermediate volcanic rock, quartzite, and other metamorphic rocks (Bauer and Kelson, 1998). Groundwater generally flows from recharge areas near the Sangre de Cristo Mountains westward toward the Rio Grande. In the eastern part of the Valley, the water table is well above the Servilleta basalts in shallow alluvial deposits only tens of feet below the surface. Farther west the water table is 150 ft or deeper within the Servilleta basalts and interbedded sediments. These geologic units are crosscut by numerous faults, generally associated with the development of the Rio Grande Rift. The faults generally trend north-south, and step down toward the west. Pumping test data from wells near these faults (part of the recent USBOR drilling program) indicate that some faults act as a partial barrier to the flow of groundwater (Drakos et al., 2004c). The Sangre de Cristo mountain block east of the Taos Valley has significantly different lithologic and hydrologic properties than the shallow alluvial or deeper basin fill aquifers. The mountain block is comprised of Paleozoic sedimentary rocks, Oligocene intrusives, and Precambrian granites. Groundwater flow within the mountain block is assumed to be small, and its effects are simulated in the model by a mountain front recharge term. To the north and south, the valley is constricted by the mountains and foothills. There may be some subsurface hydrologic connection between the Taos Valley and other valleys along the Rio Grande to the north and south, but these connections are poorly understood and not quantified. West of the Rio Grande, data are sparse and the hydrology is relatively poorly understood. 8
2. GROUNDWATER MODEL DESIGN AND INPUT PARAMETERS 2.1 Model Temporal Discretization The model was first run in steady-state mode using long-term averages of natural recharge and irrigation related return flow, and long-term average surface inflows to tributary streams. A 40-year transient run followed, in which the average recharge and stream-inflows from the steady-state run were continued, with the addition of increasing historically metered and estimated groundwater diversions. Relatively little groundwater development has occurred in the Taos Valley and a trend of declining water levels in response to groundwater development has not been observed. Therefore the most important and reliable part of the calibration is the steady-state run. The transient run was made to confirm that simulated water levels remained relatively stable, and are consistent with historically observed water levels. 2.2 Model Structure As shown in Figures 3 and 4, the model grid encompasses a 225-square mile area from the Rio Grande on the west, to the Taos range of the Sangre de Cristo Mountains on the east, and from the Rio Hondo on the north, to the confluence of the Rio Grande with the Rio Pueblo de Taos on the south. The model area measures 15 miles by 15 miles and has 60 rows, 60 columns, and 7 layers. Rows and columns are evenly spaced and measure 1,320 feet (1/4 of a mile) on each side. The southwest corner of the model grid is tied to the southwest corner of Section 2 of Township 24 North, Range 11 East, New Mexico Coordinate System. The grid is oriented northsouth and east-west. Figures 3 and 4 show the extent of the hydrologically active model cells, and some of the model boundary conditions. Model cells located in the mountain areas to the east and the area west of the Rio Grande are inactive. The lateral boundaries of the model are all specified flux and no-flow boundaries. These boundaries were not simulated as head-dependent-flux boundaries because of the lack of hydrologic information about how, or even whether, the Taos Valley aquifers extend continuously 9
beyond the boundaries here defined, and therefore it was decided that groundwater flow across those boundaries should be strictly limited. Figure 5 depicts a schematic geologic cross section of the model area. Layer descriptions and nominal thickness are given in Table 2. Figures 6 and 7 show a cross section of the model grid itself, with the observed water table superimposed. The total model thickness is more than 3,000 feet. Land surface elevations range from about 6,100 feet amsl in the southwest to just under 8,000 feet in the northeast. Upper layers thin and pinch out toward the west (Figure 5, 6 and 7). Consequently, rivers and streams cut down from higher to lower layers as they flow west. Figure 4 shows a plan view of the model, with the uppermost active layers of the model designated by color. LAYER 1, 2 3 4 5 6, 7 TABLE 2. MODEL LAYER DESCRIPTIONS GEOLOGIC DESCRIPTION Youngest alluvial fan deposits derived from Sangre de Cristo Mountains.. Youngest alluvial fan deposits derived from Sangre de Cristo Mountains. (Northern Basin: Reworked alluvial fan materials) Reworked alluvial fan materials and other basin fill deposits including poorly to well sorted silts, sands, and gravels THICKNESSES (ft) 20, 30 50 (up to 700) <100 to 550 Pliocene Servilleta basalt flows and interbedded sediments 400 Miocene Santa Fe Group sediments composed of fluvial, eolian, and lacustrine clays, silts, sands, and gravels 500, 1700 For reasons of model stability, the model simulates all layers as Type 0 layers, in which transmissivity does not change as aquifer water levels change. MODFLOW- 2000 requires input of aquifer storativity, and for the parts of Taos model layers that are unconfined, storativity values are set so that appropriate unconfined storages are calculated. The assumption of constant transmissivity layers is acceptable since historical drawdowns have been very small, and anticipated drawdowns in the shallow unconfined system are anticipated to remain small. Geologic deposits simulated include Quaternary alluvial fan materials derived from the Taos Range of the Sangre de Cristo Mountains (Layers 1 through 4), Pliocene Servilleta basalt flows and interbedded sediments (Layer 5), and Miocene Santa Fe 10
Group sediments consisting of clay, silt, sand, and gravel of fluvial, aeolian, and lacustrine origin (Layer 6 and 7). Several mapped faults are represented using the MODFLOW horizontal flow barrier (HFB) package. These faults Los Cordovas, Town Yard, and other unnamed faults generally trend north and are typically down to the west. Two types of faults, out of numerous mapped faults, were explicitly simulated with the MODFLOW HFB package: 1) faults for which water level and pumping test data suggest a hydrologic influence (Drakos, et al, 2004c) and 2) a number of other representative major faults. The faults were simulated as less transmissive than the surrounding aquifer material, thereby slowing the east-west flow of groundwater in the deeper layers. 2.3 Areal Recharge and Mountain Front Recharge Areal recharge is estimated at 4% of the average annual precipitation (12.55 inches per year, Garrabrant, 1993) or 0.5 inches. Areal recharge is simulated with the MODFLOW recharge package and is distributed uniformly over the uppermost active cells in model layers 1 through 4, where the water table is within ~200 feet of the surface. The total amount of areal recharge applied is 1,820 acre-feet per year. Mountain front recharge of about 5,310 acre-feet per year is applied along the mountain front on the eastern and part of the southern boundary (see diagram in Appendix B), through the MODFLOW WEL package, which applies specified flux stresses to the groundwater system. The amount of mountain front recharge was originally based on discussions with the Taos Technical Committee and water budget calculation for the area (Keller and Blisner, 1995), and modified during calibration to improve the agreement between simulated and observed water levels and groundwater discharge. The final amount of mountain front recharge (5,310 acre-feet per year) is equal to about 1.3% of the estimated average annual precipitation over the mountainous part of the watershed, which is not inconsistent with results obtained by the USGS using chloride mass balance methods for other watersheds in the Sandia (0.7% to 15 %) and Sangre de Cristo (3% to 6%) Mountains (Anderholm 2001 and 1994), although it is on the low side. In comparison, surface water runoff represents about 23% of the estimated mean annual precipitation in the mountainous part of the 11
watershed. The distribution of mountain front recharge in the model area was originally based on a water budget study by Mike Johnson (2003) and modified during calibration. Mountain front recharge is applied in model layers 1 through 4, at rates decreasing with depth, to represent both infiltration of streamflow at the mountain-front, and smaller amounts of deeper flow from the mountain-block. 2.4 Irrigation Return Flows Irrigation return flows consist of recharge from acequia/ditch/lateral seepage and on-farm deep percolation. The amount and distribution of the return flow referred to as groundwater accretions was derived from the U.S. Bureau of Reclamation s Taos Valley surface water model (Bellinger, 2003). Groundwater accretions represent a fraction of the surface water diverted for irrigation of about 12,000 acres of land (Bellinger, 2003). The surface water model calculates groundwater accretions on a seasonal basis for a variety of surface water reaches. These reaches were correlated with zones of cells in the groundwater model corresponding to the locations of the conveyances and irrigated lands. A long-term average of the groundwater accretions from the surface water model was applied to the groundwater model, on a zone-by-zone basis (see diagram in Appendix B). Groundwater accretions include only the part of irrigation return flows that actually recharge the regional aquifer. Groundwater accretions do not include excess irrigation water that remains on the surface or that only seeps into the shallow subsurface and quickly reappears as surface water. Such water is treated in the surface water model as being available to downstream irrigators. The groundwater accretion components were applied in zones defined using Geographic Information System (GIS) coverage identifying irrigated lands. Specified flux cells in the MODFLOW WEL package were used to simulate this process. Groundwater accretions account for a total of about 11,910 AFY, reflecting about 1 AFY of deep percolation to the aquifer per acre of irrigated land resulting from both canal seepage and on-farm return flows. 12
2.5 Surface Water Features Eight river reaches are simulated in the model: Rio Grande Rio Hondo Arroyo Seco Rio Lucero Rio Pueblo de Taos Rio Fernando de Taos Rio Chiquito, and Rio Grande del Rancho. The Rio Grande is simulated using the RIV package of MODFLOW, and the tributaries are simulated using the STR package. The RIV package simulates headdependent flux to and from the groundwater from a simple surface water body. The STR package is a more complex version of RIV that allows for some accounting of the amount of surface water in the tributaries, and allows the tributaries to go dry when all the surface water is lost. Long-term average annual stream flow values derived from USGS stream gage measurements are applied to the upper end of the tributary STR cells. Since the Rio Grande is perennial and gaining in this reach, it was decided that it was not necessary to use the more complex STR package to simulate the Rio Grande. The model is designed such that the various reaches incise more deeply into the model from east to west. That is, the upper (eastern) portions of the tributaries are simulated by cells in layers 1 through 3, farther west these tributaries drop into layers 4 and 5, and the Rio Grande itself is in layers 5 and 6. The Buffalo Pasture springs cover a roughly 600-acre marshy area on both sides of the Rio Lucero. These springs are represented as cells in two reaches of the Rio Lucero using MODFLOW STR package. Input elevations associated with all STR and RIV cells were determined from USGS Digital Elevation Model data and from topographic maps. Conductances for tributary STR cells were initially set assuming a vertical hydraulic conductance of about 1 ft/d, and modified slightly during calibration. Final conductance values for most of the tributary reaches ranged from 10,000 to 50,000 ft 2 /d. The conductances of cells 13
representing the heart of the Buffalo Pasture were much higher in order to represent the large area of groundwater discharge, and to simulate the observed spring discharge. The final conductance value for cells in the heart of the Buffalo Pasture was 500,000 ft 2 /d. The RIV cells representing the Rio Grande were also given large conductances (550,000 ft 2 /d), representing the high degree of hydrologic connection that exists between the Rio Grande and the geologic units which discharge into it. 2.6 Evapotranspiration Non-crop evapotranspiration (ET) is simulated with the MODFLOW ET package. The ET package was applied to all of the uppermost active cells of the model, but an extinction depth of 6 feet was specified, which meant that ET was only active in a limited part of the model. In most cells, a maximum evaporation rate of 2.2 feet per year was specified based on calculation of CIR for phreatophytes made by Brian Wilson of the OSE (Wilson and Smith, 2004). In cells containing stream reaches, the maximum ET rate is reduced to one-fifth of that in other cells. This reduction is made in stream cells to account for the fact that much of the water consumed by stream-side vegetation is probably intercepted surface water, a physical process which is accounted for in the water budget of the USBOR surface water model. Total ET from the groundwater model is simulated to be about 5,370 acre-feet per year, which is a reasonable value consistent with other estimates of non-crop evapotranspiration, but not well constrained by observational measurements. A comparison of spatial locations of model cells experiencing ET with GIS coverage of soggy soils/wet meadows (from the National Resources Conservation Service Soil Survey Geographic Database, SSURGO) shows relatively good agreement between the two 1. 1 The best available information regarding locations where ET actually occurs in the field is reportedly the SSURGO data, which shows the spatial distribution of soils that developed under anoxic conditions because of perennial or seasonal high water levels, and also soils that occur in association with hydric conditions on the loosely defined valley floors (Roger Miller, personal communication, 7/29/2003). 14
2.7 Groundwater Diversions Groundwater diversions from a variety of water users are represented (see diagrams in Appendix B). The model includes the following groundwater diversions (with recent diversion amounts): 1) Town of Taos municipal wells (currently about 840 acre-feet per year), 2) El Prado Water and Sanitation District (64 acre-feet per year), 3) about one dozen mutual domestic water users associations (about 400 acrefeet per year) 4) approximately 1,900 individual private domestic wells (pumping 560 acre-feet per year), 5) multiple household domestic wells (pumping 300 acre-feet per year), and 6) commercial sanitary wells using 190 acre-feet per year. Wells were identified from OSE records and by data provided by Taos Technical Committee members. Metered diversions were available for public water supply wells. Diversions for other wells were estimated at 0.25 AFY per well for domestic wells serving single dwellings, 3.0 AFY per well for domestic wells serving multiple dwellings, and 3.0 AFY for wells listed in OSE records as Sanitary type wells. 2.8 Hydraulic Properties The model defines zones of hydraulic conductivity (K), which are then multiplied by layer thicknesses (b) to generate transmissivity. Model hydraulic conductivities were in part defined based upon the results of 46 aquifer tests (Drakos et al. 2004c, Tables 1, 2, 3, 4, 5; Table 3 this report), and in part based on available lithologic data. Adjustments were made to both K values in zones and the boundaries between zones during calibration, while keeping model values consistent with the magnitude and trends of the available well test data. Transmissivity (T) values from aquifer tests in the shallow system range from 250 to 6,000 ft 2 /d although no values are available for the shallowest stream-channel sediments. Transmissivity in the lower aquifer system tends to be lower, ranging from 100 to 1,600 ft 2 /d. 15
The final hydraulic conductivities in the calibrated model produce T values that are consistent in trend and magnitude with the aquifer test values (see diagrams in Appendix B). Model hydraulic conductivities in the shallow system range from 1.0 to 90.0 ft/d, yielding T values in the range from 500 to 10,000 ft 2 /d. A very low K and T are given to cells within Buffalo Pasture, representing low permeability Marsh sediments, and the underlying Blueberry Hill deposit, which are thought to force groundwater to discharge in this area (verbal communication, Chris Banet, US BIA). Model hydraulic conductivities for the deeper layers (6 and 7) are systematically lower, ranging from 0.1 to 3.0 ft/d, yielding T values of around 200 to 400 ft 2 /d in the central part of the Taos Valley, and T values between 1,000 and 2,500 ft 2 /d for the western and southern parts of the deep system. The higher values of T in the western part of layers 6 and 7 are consistent with an aquifer test from the River View Acres well of 1250 ft 2 /d, near the Rio Grande, but are otherwise poorly constrained by well test data. There are few pumping tests with observation wells in the shallow aquifer in the Taos area. Therefore, storage values for the Taos model were based on standard hydrologic texts (Freeze and Cherry, 1979) and other alluvial aquifer models in New Mexico (McAda and Barroll, 2002; McAda and Wasiolek, 1988). For reasons of stability, the model simulates all layers as Type 0, in which a specific storage value is multiplied by the layer thickness. Specific storage was set so as to generate the appropriate unconfined storage coefficient (0.15) for areas that are not confined. That is, specific storage for each cell is set equal to 0.15 divided by the saturated thickness of the cell. For parts of the model that are confined, the specific storage is set at 2 x 10-6 per foot, which is consistent with the theoretical storage due to the compressibility of water with adjustment for aquifer compressibility, and consistent with other water resource groundwater models of alluvial basins (McAda and Barroll, 2002). There is evidence that the vertical anisotropy (the ratio of horizontal hydraulic conductivity to vertical) is large. This evidence includes the presence of 1) large observed vertical hydraulic gradients (up to 50 feet of head decline per 100 feet of increasing depth), and 2) horizontal low permeability beds, including thick horizontal basalt layers. Model anisotropy was determined during calibration, in order to accurately simulate the observed vertical gradients, and ranges from 25:1 near the edges of certain alluvial layers, to 1400:1 in the basalt layer. 16
Table 3 Transmissivity and Storage Values from Pumping Tests Well Name Screened Depth Transmissivity (ft 2 /d) Storage (unitless) Arroyo Park Shallow 495 561 0.00053 Baird Joint Venture Shallow 1150 2308 0.001 Barranca del Pueblo Shallow 454 882 BOR 2A Shallow 230 Buffalo Pasture Shallow 2000 6300 0.003 0.1 Cameron Shallow 414 588 Ceja de Colonias Shallow 235 282 Cielo Azul Shallow 390 Clinic Shallow 900 Colonias Point Shallow 976 1497 Cooper Shallow 187 401 Don s Shallow 810 Hail Creek Deep Shallow 5000 0.0063 Howell Well Shallow 4278 7753 Kit Carson Shallow 1069 1764 La Fontana Shallow 2807 4679 La Percha Shallow 481 976 Riverbend Shallow 1600 0.000085 River View Acres Shallow 1250 San Juan-Chama Shallow 400 468 0.00025 0.00027 Ski & Tennis Ranch Shallow 35 504 TP-2 Taos North Shallow 930 Tract A PW2 Shallow 175 El Prado Shallow+Deep 3000 Airport Deep Deep est. 250 BOR 1 (RG-73095) Deep 520 1400 BOR 2B Deep 260 290 BOR 2C Deep 370 1470 BOR 3 (RG-74545-EX) Deep 450 710 0.0005 BOR 4 Deep 121 334 BOR 5 Deep 110 119 BOR 6 Deep 270 800 BOR 7 Deep 109 Karavas 2 (Screen 2) Deep 90 200 0.0014 0.019 Karavas 3 Deep 100 210 Mariposa Deep 530 National Guard Domestic Deep 760 Rio Pueblo 2000 Deep 280 700 Rio Pueblo 2500 Deep 115 140 Taos Yard Deep 400 Tract A PW Deep 300 Tract B PW Deep 600 0.0002 Tract B PW2 Deep 220 Tract B Tip BIA 10 Deep 275 0.001 Tract B Tip BIA 11 Deep 310 UNM Taos Deep 176 706 17
3. MODEL CALIBRATION 3.1 Calibration Overview The model was started under steady-state conditions, which represented conditions before substantial groundwater pumping, followed by a transient historical period simulation of 40 years during which historical groundwater diversions were applied. The model was calibrated to observed water level data, estimated discharge from the Buffalo Pasture springs and discharge to the Rio Grande. Calibration was done using trial-and-error methods. Little change in model water levels or discharges was simulated to occur during the transient simulation in most areas of the model, which is consistent with the available observational data. Observed well hydrographs show only climatically induced variability, and not any trend indicative of groundwater development. Therefore, no attempt was made to simulate the observed well hydrographs; instead the simulated change in water levels over the transient period was checked to ensure that unreasonably large values had not been simulated. 3.2 Calibration Targets Water level data used to calibrate the model were obtained from various sources including: U.S. Geological Survey (USGS) Ground-Water Site Inventory (GWSI) Office of the State Engineer well records (including WATERS database) Bauer et al. (1999) Garrabrant (1993) Glorieta Geoscience, Inc. reports Lee Wilson and Associates, Inc. report (1978) Taos Pueblo well inventory Purtymun (1969) These water level data are tabulated in Appendix A. The range of water levels is similar to the range in land surface elevation in the model, from about 6,100 feet amsl at the Rio Grande to nearly 8,000 feet amsl near the mountain front. There is considerable scatter in the observed water level data, in part because of issues of hydrogeologic complexity and the presence of large hydrologic 18
gradients, but also in part because of variable data quality. The recent USBOR drilling program provides high quality data from a number of piezometer nests, allowing quantification of the vertical gradient. Calibration was performed so as to match both individual water levels and to match the overall large downward vertical gradient between the shallow and deep aquifer systems. No attempt was made to simulate the much smaller observed upward gradient within the deep aquifer, which is assumed to be associated with a local geologic structure (Drakos et al., 2004c). Additional calibration targets included groundwater discharge to the Rio Grande within the reach simulated by the model (estimated at about 1 cfs per mile or 20 cfs), the estimated discharge from the Buffalo Pasture (estimated at various times between 2 and 15 cfs), and the general distribution of gaining and losing reaches on the tributaries, including some seepage loss data from the Rio Lucero and Rio Pueblo de Taos. For convenience, water level targets and the discharge target for the Buffalo Pasture were including in MODFLOW-2000 observation package input files. MODFLOW-2000 automatically provided output on how well these targets were matched, which simplified evaluation of trial-and-error calibration runs. 3.3 Calibration Results Trial-and-error calibration resulted in a model whose hydraulic properties are relatively consistent with observed values, and that simulates observed water levels, vertical gradients and groundwater discharges adequately. The distribution of hydraulic properties in the calibrated model is provided Appendix B in diagram form. The match of simulated and observed water levels (also provided in Appendix B) is generally good, but shows considerable scatter, which is expected considering the large amount of scatter in the available water level data. In general, the shallow system is simulated more closely than the deep system. Model calibration statistics are given in Table 4. 50% of simulated water levels are within 20 feet of observed values, and 82% are within 50 feet, which is acceptable given the scatter in the data and the large range of observed water levels across the model area (1267 feet). Most large residuals are associated with wells at the edge of the basin, or wells of suspect location or screening (we did not attempt to eliminate such outliers). Figure 8 shows observed vs. modeled water level elevations, and Figure 9 is a chart of the distribution of residuals. The 19
residual is the difference between the observed head and the model simulated heads at the same locations (observed head minus model-simulated head). Ideally, for a perfect model, all residuals would be zero. Figures 8 and 9 show a reasonable distribution of residuals for a regional model of this complex system. Residuals are mostly of reasonable size, and their distribution is centered on zero. The fact that the upper model layers pinch out to the west as the water table cuts down through the geologic section causes some anomalous conditions at the limits of these layers. In the layers 1, 2 and 3 this is treated by increasing the vertical conductance at the western edge of the pinching layer, thus allowing water from an upper layer to flow westward, in accordance with the hydrologic gradient, into the next layer. This creates minor anomalies in simulated heads, especially near the western edge of layer 4 where simulated heads drop precipitously, creating more of a step than can be observed in field data. However, observed data are sparse in this area, west of Arroyo Seco, where the water table drops hundreds of feet below land surface as the shallow aquifer system gives way to a deeper hydrologic system. What data there are suggest that the shallow hydrologic system represented by model layers 1-4 may not be in direct connection with the deeper hydrologic system represented in layers 5, 6 and 7 in this area. Without more detailed local data it probably would not be worthwhile attempting to improve the simulation of this area. TABLE 4. Model Calibration Statistics PARAMETER ALL LAYERS Number of Observations 354 Residual Mean (feet) 0.95 Residual Standard Deviation (feet) 44.5 Sum of Squared Residuals (feet squared) 695,424 Absolute Residual Mean (feet) 30.0 Minimum Residual (feet) -143 Maximum Residual (feet) 229 Observed Head Range (feet) 1267 Minimum Observed Head (feet) 6452 Maximum Observed Head (feet) 7719 Std. Deviation/Head Range 3.5 % Percent of Residuals within 100 96 % Percent of Residuals within 50 82 % Percent of Residuals within 30 67 % Percent of Residuals within 20 51 % Percent of Residuals within 10 30 % 20
This model closely simulates the large vertical gradients observed between the shallow (layers 1-4) and deep (layers 5-7) aquifer system in the Taos Valley. Observed difference in water level between deep and shallow wells and /or piezometers at the same location range from 100 to over 400 feet (the deeper well having the lower water level), and this phenomenon was well simulated by the model (see Table 5). These well-quantified downward vertical gradients constrained model vertical anisotropy, which in many models is a highly uncertain and unconstrained parameter because of the lack of definitive calibration data from multi-level piezometers. TABLE 5. Vertical Head Difference Between Shallow and Deep Wells and Corresponding Model Layers. All Gradients Listed Reflect Lower Heads at Deeper Depths WELL OBSERVED (feet) BOR 1/ National Guard 62 104 BOR 2 and 3 218 212 BOR 4 and 6 424 405 BOR 5 132 104 BOR 7 253 260 Cielo Azul 208 217 Grumpy 137 () 473 Karavas 2 and 3 255 260 L25/L27 41 46 Rio Pueblo 2500 131 117 SIMULATED (feet) The groundwater model also adequately simulates observed groundwater discharge targets. Analysis of recorded flows in the Rio Grande from the confluence of the Rio Grande and Rio Hondo to the Taos Junction stream gage shows a gain of about 20-25 cfs (or about 1 cfs per mile). The model simulates approximately 21 cfs discharge from groundwater in this reach. At the Buffalo Pasture, modeled discharge from groundwater is about 5 cfs or 3,800 acre-feet per year, compared with 2 to15 cfs range of observed discharge (which may contain a direct surface water return component not simulated here in the model). In addition, other qualitative flow and discharge targets were simulated successfully. These targets include large observed losses from the upper reach of the Rio Lucero and gains to the upper reach of the Rio Pueblo de Taos. Arroyo Seco was 21
also correctly simulated to have large losses, and as going dry over an extended reach. The water budget from the calibrated model at the end of the transient run is provided in Table 6. The difference between total recharge and total discharge is less than 0.05%, and is well within acceptable limits. TABLE 6. Groundwater Model Water Budget, End of Simulation (Present-Day Conditions) Recharge AF/Y Discharge AF/Y Areal Recharge from Precipitation 1,820 Discharge at Buffalo Pasture Springs 3,960 Mountain Front Recharge 5,310 Evapotranspiration 5,350 Irrigation Seepage 11,910 Groundwater Pumping 2,540 Tributary Recharge (to aquifer) 18,810 Discharge to Tributaries 11,420 Water Released from Aquifer 370 Discharge to Rio Grande 14,940 Storage Total Recharge 38,220 Total Discharge 38,210 4. SUMMARY, CONCLUSIONS, DISCUSSION The T17.0 model is the result of several years of collaboration between the OSE, and the US Bureau of Reclamation with input from other professional hydrologists with considerable experience in the Taos Valley representing the Parties to the Abeyta Adjudication Settlement negotiations. The model was developed in response to 1) a need for a tool to evaluate the effects of groundwater development proposed during Adjudication Settlement Negotiations, especially groundwater diversions from deep levels of the aquifer system, and 2) a need for a tool to administer the wells subject to the Settlement Agreement. New hydrologic data became available from a deep-drilling program funded by the U.S. Bureau of Reclamation, which was integral to the development of a regional model of the Taos Valley that provides reasonable and reliable results when simulating deep-aquifer pumping. Given the hydrogeologic complexity of the Taos area, this groundwater flow model does a relatively good job matching observed water levels, the discharge from the springs at Buffalo Pasture, and the observed large downward vertical gradients. Simulation of the large vertical gradients constrains model vertical anisotropy, and allows the model to simulate the interaction between the deep and shallow aquifer systems with reasonable reliability. This model provides reasonable and useful 22
predictions of the impacts of proposed wells. The model was designed, in part, to evaluate the hydrologic effects of wells proposed under the Taos Adjudication settlement, and it is recommended that the model be used in evaluating the hydrologic impacts of those wells. Determination of how and whether the model should be applied the hydrologic evaluation of other wells should be made on a case-by-case basis. 5. REFERENCES Anderholm, S.K., 1994, Groundwater Recharge near Santa Fe, North-central New Mexico. USGS Water-Resources Investigation Report 94-4078. Anderholm, S.K., 2001, Mountain-front Recharge Along the Eastern Side of the Middle Rio Grande Basin, Central New Mexico: USGS Water-Resources Investigations Report 00-4010. Banet, C., USBIA, personal communication, 8/22/2003 Bauer, P.W., Johnson, P.S., and Kelson, K.I., 1999, Geology and Hydrology of the Southern Taos Valley, Taos County, New Mexico, New Mexico Bureau of Mines and Mineral Resources, Socorro, NM. Bauer, P., and Kelson, K., 1998, Geology of Ranchos de Taos Quadrangle, Taos County, New Mexico: New Mexico Bureau of Mines and Mineral Resources Open-file Digital Geologic Map OF-DGM 33. Bellinger, T.R., 2003. Taos Valley Surface Water Hydrologic Model Development and Baseline Results. Draft USBOR Technical Report, Denver Technical Center. Burck, P., Barroll, P., Core, A. and Rappuhn, D., 2004,. Taos Regional Groundwater Flow Model. New Mexico Geological Society Guidebook, 55 th Field Conference, Geology of the Taos Region, p 433-439. Drakos, P., Lazarus, J., Riesterer, J., White, B., Banet, C., Hodgins, M., and Sandoval, J., 2004a. Subsurface Stratigraphy in the Southern San Luis Basin, New Mexico. New Mexico Geological Society Guidebook, 55 th Field Conference, Geology of the Taos Region, p 374-382. Drakos, P., Sims, K., Riesterer, J., Blusztajn, J., Lazarus, J., 2004b. Chemical and Isotopic Constraints on Source-Waters and Connectivity of Basin-Fill Aquifers in the Southern San Luis Basin, New Mexico. New Mexico Geological Society Guidebook, 55 th Field Conference, Geology of the Taos Region, p 405-414. 23
Drakos, P., Lazarus, J., White, B., Banet, C., Hodgins, M., Riesterer, J., and Sandoval, J., 2004c. Hydrologic Characteristics of Basin-Fill Aquifers in the Southern San Luis Basin, New Mexico. New Mexico Geological Society Guidebook, 55 th Field Conference, Geology of the Taos Region, p 391-404. Dungan, M. A., Muehlberger, W.R., Leininger, L., Peterson, C., McMillan, N.J., Gunn, G., Lindstron, M., and Haskin, L., 1984. Volcanic and sedimentary stratigraphy of the Rio Grande gorge and the late Cenozoic geologic evolution of the southern San Luis Valley, in New Mexico Geological Society Guidebook 35 th Field Conference, Rio Grande Rift: Northern New Mexico, p. 157-170. Freeze, R.A. and Cherry, J.A., 1979. Groundwater. Prentice-Hall, Inc., Englewood Cliffs, N.J. 604 p. Galusha, T., and Blick, J., 1971, Stratigraphy of the Santa Fe Group, New Mexico: Bulletin of the American Museum of Natural History, v. 144, Article 1. Garrabrant, L.A., 1993, Water Resources of Taos County, New Mexico, U.S. Geological Survey Water-Resources Investigations Report 93-4107, Albuquerque, NM. Glorieta Geoscience, Inc., June, 1991, Geohydrology of the Pinones de Taos, Taos County, New Mexico, Consultant Report prepared for Stephen Natelson and Fred Fair, OSE file copy. Glorieta Geoscience, Inc., March, 1995, Town of Taos San Juan/Chama Diversion Project Phase 2, Volume 1, Production Well and Observation Well Installation, Testing, and Determination of Aquifer Coefficients, Consultant Report prepared for the Town of Taos and Lawrence Ortega & Associates, OSE file copy. Glorieta Geoscience, Inc., August, 1997, Pumping Test Analysis, Arroyo Seco School Well, Taos County, New Mexico, Consultant Report prepared by Paul Drakos for Fennell Drilling Co., OSE file copy. Glorieta Geoscience, Inc., 2000, Drilling and Testing Report, Bureau of Reclamation 2000-Feet Deep Nested Piezometer/Exploratory Well (BOR #1), Taos, NM, Consultant Report prepared by Paul Drakos and Meghan Hodgins for the Town of Taos. Glorieta Geoscience, Inc., 2002, Drilling and Testing Report, Bureau of Reclamation 2000-Feet Deep Nested Piezometer/Exploratory Well (BOR #2), and 2100-Feet Deep Production Well (BOR #3) Paseo del Ca on West Site, Taos, NM, Consultant Report prepared by Paul Drakos and Meghan Hodgins for the Town of Taos. Harbaugh, A.W and M.G. McDonald, 1996, User s Documentation of MODFLOW-96, an update to the U.S. Geological Survey Modular Finite-Difference Ground-Water Flow Model, U.S. Geological Survey Open-File Report 96-485, Reston, VA. 24
Harbaugh, A.W., Banta, E.R., Hill, M.C., and McDonald, M.G., 2000, MODFLOW-2000, the U.S. Geological Survey modular ground-water model -- User guide to modularization concepts and the Ground-Water Flow Process: U.S. Geological Survey Open-File Report 00-92, 121 p. Hill, M.C., Banta, E.R., Harbaugh, A.W., and Anderman, E.R., 2000, MODFLOW-2000, the U.S. Geological Survey modular ground-water model -- User guide to the Observation, Sensitivity, and Parameter-Estimation Processes and three postprocessing programs, U.S. Geological Survey Open-File Report 00-184, 210 p. Johnson, M., 2003. Taos Groundwater Model Recharge Study. Internal OSE Draft Memorandum dated June 30, 2003. Keller and Bliesner, 1995, Taos Valley Water Balance (1958 1988). 1 page table. McAda D.P., and Barroll, P., 2002. Simulation of Groundwater Flow in the Middle Rio Grande Basin between Cochiti and San Acacia, New Mexico. U.S. Geological Survey Water-Resources Investigations Report 02-4200. McAda D.P. and Wasiolek, M., 1988; Simulation of the Regional Geohydrology of the Tesuque Aquifer System near Santa Fe, New Mexico. U.S. Geological Survey Water-Resources Investigations Report 87-4056. McDonald, M.G. and A.W. Harbaugh, 1988, A Modular Three-Dimensional Finite- Difference Ground-Water Flow Model, Techniques of Water Resources Investigations of the United States Geological Survey, Book 6, Chapter A1, USGPO, Washington, D.C. Miller, R. Personal Communication, 7/29/2003. New Mexico Office of the State Engineer, 2000, Well Records stored in the Water Administration Technical Engineering Resource System (WATERS) Database. Purtymun, W.D., 1969, General ground-water conditions in Taos Pueblo, Tenorio Tract, and Taos Pueblo Tracts A and B, Taos County, New Mexico. US Department of the Interior, Geological Survey, Albuquerque, NM. Spiegel, Z. and Couse, I.W., 1969, Availability of groundwater for supplemental irrigation and municipal-industrial uses in the Taos Unit of the U.S. Bureau of Reclamation San-Juan Chama Project, Taos County, New Mexico. New Mexico State Engineer, Open-File Report, 22 p. Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Soil Survey Geographic (SSURGO) Database for Taos County and Parts of Rio Arriba and Mora Counties, New Mexico. Available URL: "http://soildatamart.nrcs.usda.gov" Accessed 2003. 25
Taos Federal Negotiation Team, undated, Hydrology and Water Management in the Taos Basin: A Guide for Decision-Makers. (Informally known as the Taos Data Book). Prepared in cooperation with Taos Pueblo, New Mexico State Engineer Office, Taos Valley Acequia Association, Town of Taos, New Mexico. Taos Pueblo Well Inventory, 2000. Provided by Chris Banet of the U.S. Bureau of Indian Affairs. Tetra Tech, 2003. Rio Grande Seepage Final Study Report, Taos Box Canyon, Report. Prepared for the U.S. Bureau of Reclamation USBR Contract No. 00-CA-30-0027, Delivery Order 00-C5-40-0027, Dated April 2003. USBIA, 2001, U.S. Bureau of Indian Affairs, Site Completion Report for Subsurface Drilling, Sampling, and Testing of BOR #5 at West Deep Site, Taos Pueblo, Taos County, New Mexico. Prepared by USBIA, Southwest Regional Office (SWRO), Branch of Water Rights, Geohydrology Section. Prepared for Proposal for Technical Studies Conducted to Assist Settlement Discussions in the NM v. Abeyta, Drilling Program, Pueblo Portion, October 2001. USBIA, 2003, U.S. Bureau of Indian Affairs, BOR 4 Site Completion Report for the Pueblo Portion at Taos Pueblo, Taos County, New Mexico. Prepared by USBIA, Southwest Regional Office (SWRO), Branch of Water Rights, Geohydrology Section. Prepared for Proposal for Technical Studies Conducted to Assist Settlement Discussions in the NM v. Abeyta, Drilling Program, Pueblo Portion, March 2003. USBIA, 2003, U.S. Bureau of Indian Affairs, BOR 5 Site Completion Report for the Pueblo Portion at Taos Pueblo, Taos County, New Mexico. Prepared by USBIA, Southwest Regional Office (SWRO), Branch of Water Rights, Geohydrology Section. Prepared for Proposal for Technical Studies Conducted to Assist Settlement Discussions in the NM v. Abeyta, Drilling Program, Pueblo Portion, March 2003. USBIA, 2003, U.S. Bureau of Indian Affairs, BOR 6 Site Completion Report for the Pueblo Portion at Taos Pueblo, Taos County, New Mexico. Prepared by USBIA, Southwest Regional Office (SWRO), Branch of Water Rights, Geohydrology Section. Prepared for Proposal for Technical Studies Conducted to Assist Settlement Discussions in the NM v. Abeyta, Drilling Program, Pueblo Portion, March 2003. USBIA, 2003, U.S. Bureau of Indian Affairs, BOR 7 Site Completion Report for the Pueblo Portion at Taos Pueblo, Taos County, New Mexico. Prepared by USBIA, Southwest Regional Office (SWRO), Branch of Water Rights, Geohydrology Section. Prepared for Proposal for Technical Studies Conducted to Assist Settlement Discussions in the NM v. Abeyta, Drilling Program, Pueblo Portion, March 2003. 26
USBOR, 2002. Summary of Discharge Measurements Performed on Taos Valley Streams and Canals in 1983, 1989, 2000, and 2001. Denver Technical Center, February 2002. USGS, 2000, United States Geological Survey Ground-Water Site Inventory (USGS GWSI). Wilson, B.C. and M. Smith, 2004, Taos Pueblo and Rio Pueblo de Taos drainage basin, Taos County, New Mexico; Quantification of Irrigation Water Requirements. OSE Memorandum dated 2/13/2004. Wilson, L., Anderson, S.T., Jenkins, D.N., and Lovato, P., 1978, Water availability and water quality, Taos County, New Mexico: Consultant report prepared for the Taos County Board of Commissioners by Lee Wilson and Associates, Inc., Santa Fe, New Mexico. 27
Pueblo Arizona Utah Colorado Farmington New Mexico Gallup Durango Rio Rancho Albuquerque Santa Fe R io Grande Taos Las Vegas Ok. Texas Grande Los Lunas Hereford Rio Portales Clovis Roswell Levelland Silver City Alamogordo Artesia Deming Las Cruces Carlsbad Hobbs Sunland Park Midland Odessa Rio Grande M E X I C O Taos Model Location É 0 12.5 25 50 75 100 Miles 28
Figure 2. Observed Water Level Contour Map, contour elevations given in feet amsl (after Spiegel and Couse, 1969; and Purtymun, 1969). Also shown: locations of key wells. 29
Figure 3. Model Grid and Selected Model Boundary Features. Numbered Cells Represent MODFLOW STR Segments. 30
column Diagram of STR Reach Numbers. OSE Taos Model T17.0 Uppermost Active Layer Split between 1 and 16 designates location of last diversion on Rio Hondo 1 Reach 1 5 Simulated Split between 14 and 15 designates location of last diversion on Rio Pueblo de Taos Number 3 6 Faults row 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 2 3 4 1 1 1 1 5 16 16 16 16 1 1 1 1 1 1 1 1 6 16 16 16 16 16 16 16 16 1 1 1 1 1 1 1 1 1 1 7 16 16 8 9 10 2 2 2 2 2 2 11 2 2 12 2 2 13 2 14 2 3 3 3 15 2 2 3 3 16 2 3 17 2 3 18 2 3 19 2 3 20 2 3 21 2 3 22 2 2 3 23 2 3 24 2 3 25 2 3 26 2 3 27 2 3 28 2 3 29 2 3 30 2 3 31 2 4 4 5 32 2 4 4 5 5 7 7 7 7 33 2 4 5 5 7 34 2 2 6 5 7 35 2 6 7 36 2 2 6 6 7 37 2 9 9 7 7 7 38 2 2 9 9 39 2 9 9 40 2 2 9 41 2 9 42 2 9 9 43 2 10 9 9 8 8 8 8 8 44 2 10 10 10 8 8 8 8 45 2 10 8 8 8 46 15 14 14 14 14 14 8 47 15 15 13 8 48 15 15 13 8 49 15 13 8 50 15 15 13 13 51 15 15 13 13 52 15 15 13 53 15 15 15 13 54 15 15 13 55 15 15 13 56 15 15 15 13 13 57 15 15 13 58 15 15 12 11 59 15 12 12 11 60 15 12 12 11 31
Figure 5. Schematic Cross-Section of the Taos Valley Showing Geologic Layers Represented in the Taos Regional Groundwater Model. Layer Thickness information provided in Table 2. 32
7500 7000 6500 6000 5500 5000 4500 4000 3500 Cross Section of Model Layers, OSE Taos Groundwater Model T17.0, 2004 East Taos Pueblo Rio Grande Layer 4 Layer 1 Layer 2 Layer 3 Layer 5 - Basalts Layer 6 Layer 7 Land Surface Elevation Water Table (Spiegel and Couse, 1969) 0 2 4 6 Distance (miles) 8 10 12 14 33 Elevation (feet amsl)
7500 7000 6500 6000 5500 Cross Section of Model Layers, OSE Taos Groundwater Model T17.0, 2004 Taos Pueblo Rio Grande East Layer 1 Layer 2 Layer 3 Layer 4 Layer 5 - Basalts Layer 6 Land Surface Elevation Layer 7 Water Table (Spiegel and Couse, 1969) 0 2 4 6 8 10 12 14 Distance (miles) 34 Elevation (feet above MSL)
residuals-17updated.xls 5/23/2005 2:36 PM Calibration Results: Taos Groundwater Model version T17.0 1/04 Observed vs. Simulated Heads All Layers 7800 7700 7600 7500 7400 7300 7200 7100 7000 6900 6800 6700 Model Simulated Heads 6600 6500 6400 6300 6300 6400 6500 6600 6700 6800 6900 7000 7100 7200 7300 7400 7500 7600 7700 7800 Observed Heads (feet above means sea level) 35
70 60 50 40 30 20 10 0 5/23/2005 residuals-17updated.xls Calibration Results Taos model T17 1/04 Frequency Distribution of Residuals A negative residual indicates that simulated values are too high <-100-100 to -90-90 to -80-80 to -70-70 to -60-60 to -50-50 to -40-40 to -30-30 to -20-20 to -10-10 to 0 0 to 10 10 to 20 20 to 30 30 to 40 40 to 50 50 to 60 60 to 70 70 to 80 80 to 90 90 to 100 >100 Range of Residual (ft) 36 Frequency
Location Map for Vertical Hydraulic Gradient Data model: columns Well Location on Model Grid row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 2 3 4 Rio Hondo 5 6 7 8 9 Arroyo Seco 10 11 12 Cielo Azul 13 Rio Lucero 14 15 16 BOR 7 17 Grumpy 18 19 20 21 22 23 BOR 4/BOR 6 BOR 5 24 25 26 27 28 29 30 31 Buffalo Pasture 32 33 Rio Pueblo 34 de Taos 35 36 37 Karavas 2/Karavas 3 38 Taos Town Wells 39 40 41 Rio L97/ L91 42 Grande 43 Rio 44 Fernando 45 Taos Yard 46 47 BOR 2/ BOR 3 48 Rio Pueblo 2500 49 50 L25/ L27 51 52 53 Rio Grande 54 Rio Pueblo del Rancho 55 de Taos 56 57 BOR 1/ National Guard 58 Rio Chiquito 59 60 37
APPENDIX A Water Level Data Used for Calibration of Taos Groundwater Model T17.0 Water level data compiled by OSE personnel from a variety of sources: U.S. Geological Survey (USGS) Ground-Water Site Inventory (GWSI) (Source ID: A##) Office of the State Engineer Well Records (including WATERS database) (Source ID: D##) Bauer et al. (1999) (Source ID: B##) Garrabrant (1993) (Source ID: G##) Glorieta Geoscience, Inc. Reports (Source ID: GG##) Lee Wilson and Associates, Inc. Report (1978) (Source ID: L##) Taos Pueblo Well Inventory (Source ID: P##) Purtymun (1969) (Source ID: Y##) Well locations for many wells were derived from PLSS or other data using GIS techniques. Row, column and offset values designated in red were adjusted to place observation at the center of cells located at edge of active model domain, in order to permit MODFLOW-2000 to calculate residuals. Row, column and offset values designated in blue were estimated based on available PLSS data. Appendix A page 1
Table A1 Well ID Well ID Source ID Water Level Data Used as Targets for the Taos Groundwater Model Well Location Model Coordinates MODFLOW Target ID X UTM NAD83 Y UTM NAD83 Model Layer Row Col Row offset Col offset Elevation/Depth data in feet Ground Surface Elevation Depth to Water Water Level Elevation OW-9 Shallow P40 P40 449210 4037410 1 21 41-0.23 0.24 7460 40 7420 41 OW-9 Deep P39 P39 449210 4037410 1 21 41-0.23 0.24 7460 48 7412 65 West Well - BIA-19 P21 BIA19 447320 4036100 1 24 37 0.03-0.45 7242 45 7197 76 Acequia Well - BIA 12 P13 BIA12 448270 4035010 1 27 39-0.27-0.09 7198 34 7164 65 OW-1 P29 P29 448750 4035010 1 27 40-0.27 0.10 7207 38 7169 58 OW-8 P38 OW8 449750 4034610 1 28 43-0.27-0.41 7215 36 7179 37 MW-2 P30 P30 449150 4033970 1 29 41 0.32 0.10 7122 10 7112 32 RG-27258 L194 L194 447335 4033615 1 30 37 0.20-0.41 7093 5 7088 40 MW-4 P32 P32 449220 4033650 1 30 41 0.11 0.27 7110 16 7094 26 MW-3 P31 P31 449350 4033660 1 30 42 0.09-0.41 7110 15 7095 35 OW-5-shal P34 OW5S 449540 4033380 1 31 42-0.21 0.06 7093 10 7083 37 OW-5-deep P33 OW5D 449540 4033380 1 31 42-0.21 0.06 7093 16 7077 115 OW-6-shal P36 OW6S 449540 4033410 1 31 42-0.29 0.06 7096 12 7084 40 OW-6-deep P35 OW6D 449540 4033410 1 31 42-0.29 0.06 7096 14 7082 58 OW-7 P37 OW7 449530 4033390 1 31 42-0.24 0.04 7095 11 7084 40 RG-26362 L202 L202 451203 4033134 1 31 46 0.40 0.20 7145 20 7125 49 RG-3465 L197 L197 447856 4032491 1 33 38 0.00-0.12 7032 7 7025 30 RG-3464 L198 L198 447836 4032515 1 33 38-0.06-0.17 7030 8 7022 45 RG-24896 L41, Archuleta L41 451187 4032324 1 33 46 0.41 0.16 7105 12 7093 48 RG-66996 D474 D474 448285 4031620 1 35 39 0.16-0.06 6983 15 6968 50 Hail Creek Shallow - BIA 22 P24 P24 448745 4031161 1 36 40 0.30 0.09 6965 9 6956 25 BIA Y5 Y5 449665 4031279 1 36 42 0.01 0.38 7010 2 7008 4 RG-27625 L81 L81 449384 4030144 1 39 42-0.17-0.32 7006 20 6986 50 Antonio Romero Y11 Y11 449550 4029945 1 39 42 0.32 0.09 7035 70 6965 85 RG-2045 L69 L69 449019 4029517 1 40 41 0.39-0.23 6997 5 6992 33 RG-12570 L99 L99 447860 4029005 1 42 38-0.34-0.11 6930 8 6922 42 RG-371 L90 L90 448237 4028608 1 43 39-0.35-0.17 6913 20 6893 52 RG-5407 L97 L97 448642 4028639 1 43 40-0.43-0.17 6936 43 6893 80 RG-19455 L87 L87 449174 4028091 1 44 41-0.07 0.15 6966 6 6960 25 RG-5422 L122 L122 448110 4027186 1 46 39 0.18-0.49 6963 52 6911 90 RG-17896 L191 L191 446915 4034794 2 27 36 0.27-0.46 7162 8 7154 75 South Well Shallow - BIA 16 P18 P18 450290 4034730 2 27 44 0.43-0.07 7200 73 7127 116 RG-55393 D401 D401 446781 4034595 2 28 35-0.23 0.21 7143 46 7097 100 RG-3370 L192 L192 446930 4033170 2 31 36 0.31-0.42 7075 12 7063 53 RG-29506 L199 L199 448134 4032832 2 32 39 0.15-0.43 7056 3 7053 64 RG-26306 L42 L42 450988 4032157 2 34 46-0.18-0.34 7093 10 7083 56 RG-16042 L49 L49 448487 4031602 2 35 39 0.21 0.45 6990 8 6982 60 RG-23218 L51 L51 448495 4031554 2 35 39 0.32 0.47 6982 12 6970 70 RG-27741 L46 L46 448554 4031574 2 35 40 0.28-0.38 6987 7 6980 50 RG-5773 L45 L45 448531 4031546 2 35 40 0.34-0.44 6982 12 6970 56 RG-23874 L52 L52 448523 4031582 2 35 40 0.26-0.46 6988 20 6968 62 RG-27591 L57 L57 447347 4031204 2 36 37 0.19-0.38 6957 12 6945 80 RG-22108 L56 L56 447359 4031189 2 36 37 0.23-0.36 6955 20 6935 60 Total Depth pbarroll HOBS-7L.xls lpage 1 10/28/2005 Appendix A page 2
Table A1 Well ID Well ID Source ID Water Level Data Used as Targets for the Taos Groundwater Model Well Location Model Coordinates MODFLOW Target ID X UTM NAD83 Y UTM NAD83 Model Layer Row Col Row offset Col offset Elevation/Depth data in feet Ground Surface Elevation Depth to Water Water Level Elevation RG-27623 L68 L68 448928 4030418 2 38 41 0.15-0.46 6967 5 6962 71 Ann Barlow Y8 Y8 449919 4030519 2 38 43-0.10 0.01 6990 9 6981 75 RG-20387 L77 L77 448189 4030132 2 39 39-0.14-0.29 6936 8 6928 64 RG-15856 L71 L71 448503 4029997 2 39 39 0.19 0.49 6943 6 6937 65 RG-15659 L70 L70 448527 4029974 2 39 40 0.25-0.45 6942 6 6936 62 362459105340701 A2/G12 A2 449022 4030082 2 39 41-0.02-0.22 6980 17 6963 80 RG-8633 L82 L82 450095 4030013 2 39 43 0.15 0.44 7071 40 7031 94 RG-27284 L80 L80 450119 4029993 2 39 44 0.20-0.50 7073 55 7018 110 RG-70142 D553 D553 447312 4029484 2 40 37 0.00 0.00 6890 18 6872 75 RG-15786 L83 L83 449916 4029815 2 40 43-0.35 0.00 7073 45 7028 85 RG-65827 D576 D576 449065 4028349 2 43 41 0.29-0.12 6958 15 6943 60 RG-56131 D584 D584 449307 4028209 2 44 41-0.36 0.49 6972 18 6954 82 RG-3419 L121 L121 447967 4027524 2 45 38 0.34 0.15 6932 50 6882 100 RG-2950 L93 L93 448249 4027782 2 45 39-0.30-0.14 6932 44 6888 100 RG-60855 D617 D617 449482 4027643 2 45 42 0.05-0.08 6981 24 6957 75 RG-22432 D621 D621 449451 4027552 2 45 42 0.27-0.16 6979 30 6949 71 RG-22701 L114 L114 447375 4027111 2 46 37 0.00 0.00 6931 50 6881 98 RG-9794 L123 L123 448078 4027202 2 46 38 0.14 0.43 6959 40 6919 100 RG-36010 D628 D628 448047 4027372 2 46 38-0.28 0.35 6953 50 6903 105 RG-32196 D116 D116 448581 4042739 3 8 40-0.48-0.32 7693 160 7533 300 RG-60877 D119 D119 448642 4042708 3 8 40-0.40-0.17 7697 195 7502 300 RG-69484 D128 D128 448732 4042584 3 8 40-0.09 0.06 7697 160 7537 320 RG-20938 L168 L168 449305 4041850 3 10 41-0.27 0.48 7678 14 7664 50 363207105340701 A3/G19 G19 449425 4041584 3 10 42 0.39-0.22 7681 7 7674 204 RG-67419 D229 D229 449572 4041568 3 10 42 0.44 0.14 7701 30 7671 160 RG-6410 L166 L166 448376 4041381 3 11 39-0.10 0.17 7595 45 7550 85 RG-66201 D240 D240 449022 4041484 3 11 41-0.36-0.22 7639 18 7621 280 RG-7146 L169 L169 447042 4041040 3 12 36-0.25-0.14 7517 155 7362 221 RG-24453 L170 L170 446950 4041139 3 12 36-0.50-0.37 7523 130 7393 157 RG-67170 D270 D270 448619 4040971 3 12 40-0.08-0.22 7579 40 7539 160 RG-6207 L162 L162 450218 4041139 3 12 44-0.50-0.25 7776 57 7719 95 RG-65614 Cielo Azul GG3 GG3 446417 4040360 3 13 34 0.44 0.30 7450 136 7314 353 RG-10344 L171 L171 447038 4040647 3 13 36-0.28-0.15 7494 96 7398 375 North Well - BIA 18 P20 BIA18 448430 4039800 3 15 39-0.17 0.31 7550 35 7515 160 RG-20608 L178 L178 447062 4039122 3 17 36-0.49-0.10 7401 60 7341 115 Grumpy Well Shallow - BIA 25 P27 BIA25 447440 4038540 3 18 37-0.04-0.15 7398 40 7358 213 Mid-Point Well - BIA 17 P19 BIA17 448840 4038340 3 18 40 0.46 0.32 7500 86 7414 470 RG-17874 L180 L180 446919 4037982 3 19 36 0.35-0.45 7327 60 7267 125 RG-54924 D316 D316 446840 4037733 3 20 35-0.03 0.35 7326 60 7266 145 RG-10638 L179 L179 446216 4037272 3 21 34 0.11-0.20 7257 79 7178 129 RG-64366 D325 D325 446464 4036915 3 22 34 0.00 0.42 7254 42 7212 140 RG-68541 D326 D326 446433 4036855 3 22 34 0.15 0.34 7251 60 7191 125 RG-1828X L185 L185 446537 4036775 3 22 35 0.35-0.40 7247 36 7211 135 Total Depth pbarroll HOBS-7L.xls page 2 10/28/2005 Appendix A page 3
Table A1 Well ID Well ID Source ID Water Level Data Used as Targets for the Taos Groundwater Model Well Location Model Coordinates MODFLOW Target ID X UTM NAD83 Y UTM NAD83 Model Layer Row Col Row offset Col offset Elevation/Depth data in feet Ground Surface Elevation Depth to Water Water Level Elevation OW-10 P41 P41 448450 4036980 3 22 39-0.16 0.36 7373 83 7290 127 RG-70900 D337 D337 446367 4036521 3 23 34-0.02 0.18 7233 62 7171 125 RG-7239 L181 L181 446633 4036339 3 23 35 0.43-0.16 7228 63 7165 115 RG-1828-S L186 L186 446585 4036335 3 23 35 0.44-0.28 7225 55 7170 300 RG-1828-REPLACE L187 L187 446613 4036323 3 23 35 0.47-0.21 7225 65 7160 152 RG-9359 L183 L183 446990 4036390 3 23 36 0.00 0.00 7252 23 7229 85 RG-60457 D356 D356 446209 4036065 3 24 34 0.11-0.21 7203 40 7163 101 RG-59485 D354 D354 446561 4036198 3 24 35-0.22-0.34 7222 40 7182 110 RG-69579 D357 D357 446514 4036062 3 24 35 0.12-0.46 7216 60 7156 125 RG-1828 L184 L184 446537 4035973 3 24 35 0.34-0.40 7226 53 7173 160 RG-59283 D363 D363 444986 4035777 3 25 31-0.17-0.25 7194 143 7051 203 RG-56560 D364 D364 446297 4035760 3 25 34-0.13 0.00 7188 40 7148 112 RG-55401 D365 D365 446510 4035757 3 25 35-0.12-0.47 7216 40 7176 120 RG-1822 L182 L182 446720 4035787 3 25 35-0.20 0.06 7202 60 7142 104 RG-1828-A-S/RG-28097-X D359/D360 D359 446889 4035877 3 25 35-0.42 0.48 7222 45 7177 275 362759105354801 A19/G20 A19 446541 4035644 3 25 35 0.16-0.39 7205 53 7152 280 Ski & Tennis Ranch GG4 GG4 446353 4035424 3 26 34-0.29 0.14 7228 45 7183 150 RG-25008 L188 L188 447316 4035183 3 26 37 0.30-0.46 7192 50 7142 115 RG-62300 Colonias Point GG2 GG2 444914 4034924 3 27 31-0.05-0.43 7160 55 7105 127 RG-7955 L190 L190 446930 4034774 3 27 36 0.32-0.42 7157 55 7102 104 Acequia Well - BIA 13 P14 P14 448270 4035040 3 27 39-0.34-0.09 7201 44 7157 195 South Well Deep - BIA 16 P17 P17 450290 4034730 3 27 44 0.43-0.07 7200 118 7082 138 RG-3255 CLW L189 L189 446736 4034591 3 28 35-0.22 0.10 7151 42 7109 201 RG-55314 D424 D424 445603 4033940 3 29 32 0.39 0.28 7054 86 6968 140 RG-64970 D425 D425 445707 4033786 3 30 33-0.22-0.46 7061 47 7014 90 RG-27234 L196 L196 449039 4033730 3 30 41-0.08-0.18 7131 16 7115 75 to 120 362636105365801 A29/G18 A29 444782 4033097 3 31 30 0.49 0.24 7038 60 6978 120 RG-16891 L193 L193 446911 4033198 3 31 36 0.24-0.47 7086 15 7071 100 RG-52261 D448 D448 445739 4032720 3 32 33 0.43-0.38 7067 100 6967 170 RG-17490 L195 L195 447343 4032821 3 32 37 0.18-0.39 7035 60 6975 110 RG-25253 L44 L44 448423 4032316 3 33 39 0.43 0.29 7024 38 6986 102 Taos Pueblo Comm. Bldg. Y12 Y12 451034 4032524 3 33 46-0.09-0.22 7090 23 7067 105 RG-21832 D459 D459 448507 4032288 3 34 39-0.50 0.50 7024 24 7000 108 BIA Y1 Y1 451443 4032106 3 34 47-0.05-0.20 7125 39 7086 138 BIA Y2 Y2 451595 4032044 3 34 47 0.00 0.00 7130 35 7095 240 RG-5150 L54 L54 446827 4031689 3 35 35-0.01 0.32 7034 62 6972 120 RG-33999 D473 D473 446868 4031638 3 35 35 0.12 0.42 7035 73 6962 120 RG-5977 L55 L55 446958 4031609 3 35 36 0.00 0.00 7023 51 6972 105 RG-24577 L58 L58 446938 4031625 3 35 36 0.15-0.40 7026 80 6946 130 RG-20048 362553105345501 A15/G10 A15 447836 4031753 3 35 38-0.17-0.17 6996 21 6975 131 RG-60299 Ceja de Colonias D490 445278 4031232 3 36 31 0.12 0.47 7007 92 6915 188 Hail Creek Deep - BIA 21 P23 P23 448745 4031171 3 36 40 0.28 0.09 6965 23 6942 180 RG-18437 D493 D493 448888 4031155 3 36 40 0.32 0.44 6975 30 6945 105 Total Depth pbarroll HOBS-7L.xls Page 3 10/28/2005 Appendix A page 4
Table A1 Well ID Well ID Source ID Water Level Data Used as Targets for the Taos Groundwater Model Well Location Model Coordinates MODFLOW Target ID X UTM NAD83 Y UTM NAD83 Model Layer Row Col Row offset Col offset Elevation/Depth data in feet Ground Surface Elevation Depth to Water Water Level Elevation Don's OW P28 P28 449410 4031180 3 36 42 0.25-0.26 7000 8 6992 NA RG-7339-S-5 Howell Taos 6 GG15 Taos6 448420 4030917 3 37 39-0.09 0.28 6960 12 6948 500 362531105343201 A8/G11 A8 448553 4030763 3 37 40 0.29-0.39 6952 7 6945 500 RG-52040 Chatwin chat 3 38 30 0.00 0.00 6958 120 6838 161 Karavas 1 P44 K1 446700 4030590 3 38 35-0.28 0.01 6923 34 6889 100 Karavas 2 screen 7 P49 K2-7 446690 4030630 3 38 35-0.38-0.02 6925 34 6891 206 Taos Cerro Project; OP-TP-1A L76 L76 448185 4030486 3 38 39-0.02-0.30 6925 5 6920 507 RG-65955 D520 D520 448819 4030546 3 38 40-0.17 0.27 6959 15 6944 110 RG-25613 L84 L84 449690 4030406 3 38 42 0.18 0.44 7010 30 6980 105 RG-7339-S2 / 362453105341401 A4/G13/Taos 3 Taos3 448891 4029895 3 39 40 0.45 0.45 6950 38 6912 330 Clinic Well - BIA 1 P1 P1 449770 4029980 3 39 43 0.24-0.36 7040 92 6948 400 RG-12138/Upper Ranchitos MD L59 L59 447181 4029283 3 40 36 0.00 0.00 6886 5 6881 100 RG-7339 / 362438105342901 A10, Town Well 1 Taos1 448576 4029599 3 40 40 0.18-0.33 6950 38 6912 204 RG-7339-S / 362436105342001 A7/G14 Taos2 448598 4029605 3 40 40 0.17-0.28 6970 38 6932 204 Niche Well - BIA 23 P25 BIA23 449310 4029600 3 40 41 0.18 0.49 7025 93 6932 225 Clinic Well - BIA 1 P1 BIA1 450017 4029743 3 40 43-0.17 0.25 7090 92 6998 400 Tribal Well RWP-6, BIA 3 P3 BIA3 450530 4029850 3 40 45-0.44-0.47 7160 180 6980 235 RG-59900 Cooper GG1 GG1 443864 4029117 3 41 28 0.38-0.04 6910 96 6814 190 RG-17178 Kit Carson KC 448912 4029241 3 41 41 0.07-0.50 6870 64 6806 270 RG-7339-S4 Taos #5 L95/B33 Taos5 448581 4029040 3 42 40-0.43-0.32 6935 16 6919 330 362407105372801 A31/G5 A31 444006 4028511 3 43 28-0.11 0.31 6885 118 6767 225 RG-482 L91 L91 448574 4028548 3 43 40-0.20-0.34 6931 80 6851 125 RG-21836 L88 L88 449182 4028298 3 43 41 0.42 0.17 6959 25 6934 100 RG-59005 Arroyo Park GG9 D58 D583 443639 4028237 3 44 27-0.43 0.40 6900 105 6795 262 RG-13308 L100 L100 448860 4027996 3 44 40 0.17 0.38 6947 48 6899 150 RG-20081; Taos Cerro Project; DH-T6 L85 DH-T6 449714 4027976 3 44 42 0.22 0.50 7013 40 6973 500 RG-65553 D596 D596 449609 4028037 3 44 42 0.07 0.24 6988 50 6938 140 RG-15111 L124 L124 447776 4027540 3 45 38 0.30-0.32 6915 72 6843 160 RG-58140 D623 D623 447896 4027481 3 45 38 0.45-0.02 6929 50 6879 158 RG-5673 L98 L98 448277 4027794 3 45 39-0.33-0.08 6933 20 6913 100 RG-19174 L86 L86 448689 4027849 3 45 40-0.47-0.05 6941 80 6861 120 RG-57939 D625 D625 449206 4027464 3 45 41 0.49 0.23 6986 76 6910 138 RG-18884 L131 L131 449559 4027540 3 45 42 0.30 0.11 6987 25 6962 97 Owner Record B55 B55 450424 4027664 3 45 44-0.01 0.26 7105 160 6945 190 RG-54136 B22 B22 450688 4027457 3 45 45 0.00 0.00 7185 165 7020 240 RG-22567 L113 L113 447570 4027357 3 46 37-0.24 0.17 6912 60 6852 110 RG-53513 D626 D626 447408 4027457 3 46 37 0.00 0.00 6900 76 6824 120 RG-67772 D630 D630 447589 4027332 3 46 37-0.18 0.22 6915 72 6843 150 RG-20042 L118 L118 449035 4027452 3 46 41-0.48-0.19 6975 60 6915 125 RG-62756 D634 D634 450056 4027209 3 46 43 0.00 0.00 7046 80 6966 160 RG-38702 B21 B21 450378 4027030 3 46 44 0.00 0.00 7105 80 7025 165 RG-28826 D648 D648 450118 4026839 3 46 44 0.00 0.00 7089 70 7019 115 RG-66366 D662 D662 450141 4026690 3 46 44 0.00 0.00 7124 90 7034 147 Total Depth pbarroll HOBS-7L.xls Page 4 10/28/2005 Appendix A page 5
Table A1 Well ID Well ID Source ID Water Level Data Used as Targets for the Taos Groundwater Model Well Location Model Coordinates MODFLOW Target ID X UTM NAD83 Y UTM NAD83 Model Layer Row Col Row offset Col offset Elevation/Depth data in feet Ground Surface Elevation Depth to Water Water Level Elevation Driller B49 B49 450425 4026883 3 46 44 0.00 0.00 7165 175 6990 180 RG-30390 B15 B15 450449 4026943 3 46 44 0.00 0.00 7155 160 6995 185 RG-45997 B13 B13 450346 4026894 3 46 44 0.00 0.00 7135 150 6985 200 RG-25988 L116 L116 446859 4026817 3 47 35 0.10 0.40 6906 46 6860 108 RG-25876 L111 L111 446899 4026829 3 47 35 0.07 0.50 6909 54 6855 104 RG-23347 L115 L115 446883 4026785 3 47 35 0.18 0.46 6906 52 6854 63 RG-20232 L119 L119 448439 4026809 3 47 39 0.12 0.33 6975 60 6915 102 RG-17991 L125 L125 448479 4026817 3 47 39 0.10 0.43 6976 80 6896 229 RG-20533 L132 L132 449892 4026866 3 47 43-0.02-0.06 7046 93 6953 183 RG-69217 D674 D674 444561 4026488 3 48 30-0.08-0.31 6816 16 6800 100 362304105365001 A27/G7 A27 444940 4026564 3 48 31-0.27-0.37 6820 16 6804 80 BOR2-a BOR2-A BOR2A 446240 4026553 3 48 34-0.25-0.14 6868 61 6807 291 RG-17671 L112 L112 447531 4026649 3 48 37-0.48 0.07 6946 60 6886 104 RG-48434X D673 D673 448371 4026499 3 48 39-0.11 0.16 6995 80 6915 180 RG-402 L120 L120 448768 4026369 3 48 40 0.21 0.15 7018 60 6958 109 RG-64464 D686 D686 449130 4026276 3 48 41 0.44 0.04 7047 105 6942 170 RG-65512 D679 D679 449192 4026367 3 48 41 0.22 0.20 7037 120 6917 200 RG-64863 D687 D687 449282 4026274 3 48 41 0.45 0.42 7043 140 6903 290 RG-23095 L133 L133 449686 4026404 3 48 42 0.12 0.43 7050 155 6895 225 RG-60383 B56 B56 449737 4026393 3 48 43 0.15-0.45 7060 47 7013 140 RG-19145 L117 L117 449307 4025903 3 49 41 0.37 0.49 7090 105 6985 170 RG-68110 D693 D693 448976 4026187 3 49 41-0.34-0.34 7046 137 6909 195 RG-17601 L24 L24 445072 4025740 3 50 31-0.22-0.04 6879 15 6864 38 362228105364301 A26/G8 A26 445107 4025454 3 50 31 0.49 0.05 6884 27 6857 43 RG-15897 L138 L138 446277 4025833 3 50 34-0.46-0.05 6890 50 6840 105 RG-66029 D714 D714 446259 4025765 3 50 34-0.29-0.09 6890 51 6839 105 RG-58151 D713 D713 446472 4025793 3 50 34-0.36 0.44 6890 76 6814 120 RG-27644 L142 L142 446502 4025628 3 50 35 0.05-0.49 6896 70 6826 100 RG-52979 D744 D744 441497 4025156 3 51 22 0.23 0.07 6810 70 6740 145 RG-5846 L28 L28 443658 4025107 3 51 27 0.35 0.44 6862 10 6852 75 RG-25451 L27 L27 445278 4025092 3 51 31 0.38 0.47 6893 60 6833 110 RG-17617 L25 L25 445259 4025126 3 51 31 0.30 0.42 6889 15 6874 60 RG-23836 L26 L26 445386 4025246 3 51 32 0.00-0.26 6901 18 6883 52 RG-55097 D750 D750 446676 4025089 3 51 35 0.39-0.05 6929 95 6834 140 RG-63984 D746 D746 446921 4025147 3 51 36 0.25-0.44 6937 65 6872 147 RG-20378 L141 L141 446910 4025220 3 51 36 0.07-0.47 6929 60 6869 120 RG-18720 L143 L143 446939 4025197 3 51 36 0.12-0.40 6932 60 6872 123 RG-25455 L144 L144 446999 4025089 3 51 36 0.39-0.25 6939 59 6880 120 362208105360701 B67/A21/G15 A21 446000 4024832 3 52 33 0.03 0.27 6950 70 6880 181 GGI B9 B9 446390 4024785 3 52 34 0.15 0.24 6945 59 6886 202 RG-54531 D779 D779 446154 4024730 3 52 34 0.29-0.35 6939 80 6859 150 RG-65670 D776 D776 446367 4024758 3 52 34 0.22 0.18 6940 58 6882 202 RG-65589 La Fontana D773 D773 446307 4024789 3 52 34 0.14 0.03 6937 57 6880 242 Total Depth pbarroll HOBS-7L.xls Page 5 10/28/2005 Appendix A page 6
Table A1 Well ID Well ID Source ID Water Level Data Used as Targets for the Taos Groundwater Model Well Location Model Coordinates MODFLOW Target ID X UTM NAD83 Y UTM NAD83 Model Layer Row Col Row offset Col offset Elevation/Depth data in feet Ground Surface Elevation Depth to Water Water Level Elevation RG-67905 D774 D774 446484 4024787 3 52 34 0.14 0.47 6936 82 6854 300 RG-1756 / Ranchos de Taos MD L137 L137 446464 4024793 3 52 34 0.13 0.42 6936 80 6856 188 RG-16262 L139 L139 446674 4025025 3 52 35-0.45-0.06 6927 63 6864 127 RG-62383 D765 D765 447039 4024871 3 52 36-0.06-0.15 6961 60 6901 120 RG-66716 D759 D759 447131 4024931 3 52 36-0.21 0.08 6957 82 6875 150 RG-56278 D754 D754 447102 4025023 3 52 36-0.44 0.01 6949 70 6879 160 RG-18040 L140 L140 447164 4024890 3 52 36-0.11 0.16 6963 80 6883 125 RG-58626 B28 B28 449818 4025037 3 52 43-0.48-0.24 7240 147 7093 283 RG-63321 B29 B29 449825 4024562 3 52 43 0.00 0.00 7270 210 7060 260 RG-62726 D789 D789 446516 4024482 3 53 35-0.10-0.45 6952 71 6881 160 RG-54323 B54 B54 448790 4024299 3 53 40 0.36 0.20 7155 260 6895 325 RG-56772 B53 B53 449130 4024634 3 53 41-0.48 0.05 7165 285 6880 375 Driller B42 B42 449708 4024548 3 53 42 0.00 0.00 7245 275 6970 405 RG-55251 B51 B51 449443 4024472 3 53 42-0.07-0.18 7230 360 6870 440 RG-50637 B50 B50 449548 4024502 3 53 42 0.00 0.00 7237 380 6857 490 RG-56279 B38 B38 449682 4024344 3 53 42 0.00 0.00 7275 290 6985 360 RG-60396 B3 B3 446696 4023938 3 54 35 0.25 0.00 7005 35 6970 160 RG-53672 D827 D827 448767 4024148 3 54 40-0.27 0.14 7164 290 6874 380 RG-68369 B2 B2 449288 4023996 3 54 41 0.00 0.00 7250 320 6930 440 RG-57377 D839 D839 449100 4023961 3 54 41 0.00 0.00 7221 290 6931 375 RG-52124 B62 B62 449585 4024240 3 54 42 0.00 0.00 7275 400 6875 490 RG-17243 L39 L39 445127 4023558 3 55 31 0.20 0.10 6878 80 6798 110 362127105361801 A22/G9 A22 445718 4023570 3 55 33 0.17-0.43 6950 29 6921 54 RG-68646 B59 B59 448755 4023740 3 55 40-0.25 0.11 7150 300 6850 450 RG-18848 L40 L40 445340 4023344 3 56 32-0.27-0.37 6894 135 6759 175 RG-27221 L145 L145 446860 4023299 3 56 35-0.16 0.40 7034 100 6934 146 RG-21162 L148 L148 447818 4023116 3 56 38 0.00 0.00 7117 170 6947 200 RG-54111 D907 D907 448054 4023212 3 56 38 0.00 0.00 7140 227 6913 330 Owner B46 B46 448475 4023064 3 56 39 0.00 0.00 7240 350 6890 400 RG-55292 D920 D920 448327 4023087 3 56 39 0.00 0.00 7206 240 6966 333 RG-17344 L32 L32 440974 4022870 3 57 21-0.09-0.22 6927 80 6847 125 RG-58553 B8 B8 445961 4022633 3 57 33 0.50 0.17 6970 61 6909 82 RG-22677 L35 L35 445816 4022809 3 57 33 0.06-0.19 6943 35 6908 95 RG-61534 D948 D948 446189 4022779 3 57 34 0.13-0.26 7034 78 6956 160 RG-64995 D958 D958 446307 4022473 3 58 34-0.10 0.03 7054 105 6949 165 362045105354801 A18/G3/B66 A18 446458 4022271 3 58 34 0.40 0.40 7065 120 6945 300 Driller B40 B40 446181 4022345 3 58 34 0.21-0.28 7045 130 6915 160 RG-63128 D967 D967 446396 4022289 3 58 34 0.35 0.25 7062 120 6942 160 RG-67581 D966 D966 446396 4022289 3 58 34 0.35 0.25 7062 147 6915 190 RG-54514 B12 B12 447181 4022245 3 58 36 0.00 0.00 7115 147 6968 210 RG-3894-S / Llano Quemado MD B58 B58 444842 4021947 3 59 30 0.20 0.39 7055 94 6961 244 RG-65037 D983 D983 445126 4021848 3 59 31 0.45 0.09 7023 140 6883 220 RG-7462 L10 L10 446409 4021978 3 59 34 0.13 0.28 7068 80 6988 130 Total Depth pbarroll HOBS-7L.xls Page 6 10/28/2005 Appendix A page 7
Table A1 Well ID Well ID Source ID Water Level Data Used as Targets for the Taos Groundwater Model Well Location Model Coordinates MODFLOW Target ID X UTM NAD83 Y UTM NAD83 Model Layer Row Col Row offset Col offset Elevation/Depth data in feet Ground Surface Elevation Depth to Water Water Level Elevation RG-6539 L9 L9 446428 4021936 3 59 34 0.23 0.33 7065 140 6925 200 362029105364301 A25/G2 A25 445084 4021787 3 60 31-0.40-0.01 7039 109 6930 165 RG-4995 L6 L6 445080 4021732 3 60 31-0.26-0.02 7042 94 6948 112 D987 D987 446542 4021800 3 60 35-0.43-0.39 6998 RG-56388 D1001 D1001 446629 4021433 3 60 35 0.48-0.17 7049 87 6962 135 RG-61059CLW & RG-61059 D996/D997 D996 446630 4021524 3 60 35 0.25-0.17 7059 60 6999 252 RG-54501 D76 D76 440879 4043296 4 6 21 0.14-0.46 6853 30 6823 82 RG-38199 D87 D87 440816 4043144 4 7 20-0.48 0.38 6856 25 6831 30 RG-7609 CLW / Upper Arroyo Hondo ML206 L206 442154 4042513 4 8 24 0.09-0.29 7101 175 6926 230 RG-61808 D156 D156 442510 4042208 4 9 25-0.16-0.41 7217 270 6947 388 RG-16107 / Lower Des Montes MD L207 L207 447165 4042076 4 9 36 0.17 0.16 7389 RG-70152 D279/W_1358 D279 446417 4040360 4 13 34 0.44 0.30 7453 347 7106 850 Tract B Tip Well - BIA 10 P11 BIA10 444970 4035880 4 25 31-0.43-0.29 7190 100 7090 608 Tract B Tip Well - BIA 11 P12 BIA11 444960 4035870 4 25 31-0.40-0.32 7187 100 7087 760 BOR 4 BOR 4-S BOR4S 445020 4035680 4 25 31 0.07-0.17 7188 181 7007 900 RG-71635 D388 D388 443605 4035033 4 27 27-0.32 0.31 7149 252 6897 360 RG-65302 D384 D384 443454 4035065 4 27 27-0.40-0.06 7152 280 6872 360 TP-2 Taos North BOR tp2 4 27 33 0.00 0.00 7115 21 7094 500 RG-20045 A28/G16 A28 444867 4034699 4 28 30-0.49 0.45 7152 57 7095 500 RG-73285 Cameron CAM 4 28 34 0.00 0.00 7150 107 7043 350 Buffalo Pasture Well - BIA 2 P2 P2 449550 4033390 4 31 42-0.24 0.09 7095 18 7077 700 Don's Well - BIA 14 P15 BIA14 449420 4031200 4 36 42 0.20-0.23 7000-1 7001 613 Taos Cerro Project; OH-TP-1B L48 L48 448443 4030883 4 37 39-0.01 0.34 6956 5 6951 507 Karavas 2 screen 6 P48 K2-6 446690 4030610 4 38 35-0.33-0.02 6925 16 6909 348 RG-63808 La Percha GG11 GG11 446021 4030196 4 39 33-0.30 0.32 6990 105 6885 360 Tract A PW2 - BIA 15 P16 BIA15 442420 4028400 4 43 24 0.16 0.37 6925 116 6809 225 RG-7339-S3; Taos #4 L94 Taos4 448038 4028399 4 43 38 0.17 0.33 6905 15 6890 300 RG-7339X-S B32 B32 448096 4028182 4 44 38-0.29 0.48 6905 15 6890 300 RG-55738 B16 B16 450751 4027469 4 45 45 0.00 0.00 7165 180 6985 360 RG-47694 B23 B23 450599 4027477 4 45 45 0.00 0.00 7155 200 6955 382 RG-51093 B47 B47 450452 4027370 4 46 44 0.00 0.00 7140 170 6970 229 RG-50762X B48 B48 450515 4027440 4 46 44 0.00 0.00 7145 175 6970 235 RG-70014 D657 D657 448526 4026741 4 47 40 0.29-0.46 6987 105 6882 250 RG-23015 L29 Sewage treatmen Sew 440350 4025505 4 50 19 0.36 0.22 6767 52 6715 130 RG-66288 B10 B10 449670 4025430 4 51 42-0.45 0.39 7190 80 7110 365 RG-55279 B6 B6 449448 4025279 4 51 42-0.08-0.16 7170 250 6920 325 RG-59381 D751 D751 449663 4025081 4 51 42 0.41 0.37 7211 290 6921 360 RG-47720 B7 B7 449581 4024847 4 52 42-0.01 0.17 7225 320 6905 404 RG-67517 B4 B4 449710 4024972 4 52 42-0.32 0.49 7235 360 6875 460 Driller B39 B39 449433 4024704 4 52 42 0.35-0.20 7202 370 6832 410 RG-65604 D770 D770 449415 4024810 4 52 42 0.09-0.25 7194 270 6924 380 Driller B52 B52 449761 4024702 4 52 43 0.00 0.00 7265 300 6965 650 RG-73095 / BOR 1 Shallow BOR1 Shallow GG13 BOR1S 442124 4022604 4 58 24-0.43-0.37 6960 211 6749 460 Total Depth pbarroll HOBS-7L.xls Page 7 10/28/2005 Appendix A page 8
Table A1 Well ID Well ID Source ID Water Level Data Used as Targets for the Taos Groundwater Model Well Location Model Coordinates MODFLOW Target ID X UTM NAD83 Y UTM NAD83 Model Layer Row Col Row offset Col offset Elevation/Depth data in feet Ground Surface Elevation Depth to Water Water Level Elevation RG-67964 B1 D965 446032 4022355 4 58 33 0.19 0.34 7045 235 6810 480 RG-54314 D980 D980 445021 4022002 4 59 31 0.07-0.17 7023 255 6768 410 RG-55985 B19 B19 447214 4021743 4 59 36 0.00 0.00 7125 125 7000 280 River View Acres test well RVA R12E Sec 6 SW 1/4 5 7 10 0.00 0.00 6955 456 6499 510 RG-68808 D176/W_1302 D176 437159 4041988 5 9 11 0.39 0.29 6854 350 6504 455 RG-62458 Mariposa Ranch GG7 MAR 443925 4042037 5 9 28 0.27 0.11 7330 585 6745 800 RG-57312 D263/W_1283 D263 436432 4041160 5 11 9 0.45 0.49 6867 380 6487 410 RG-70236 D288/W_1331 D288 436509 4040001 5 14 10 0.33-0.32 6957 470 6487 570 RG-53410 D291/W_1357 D291 440803 4039792 5 15 20-0.15 0.35 7137 550 6587 815 RG-62152 D303/W_1334 D303 437484 4038845 5 17 12 0.20 0.10 7001 493 6508 580 Tract B OW - BIA 7 shallow P8 BIA7s 444350 4039090 5 17 29-0.41 0.17 7312 485 6827 590 Tract B PW2 - BIA 9 P10 BIA9 444340 4039090 5 17 29-0.41 0.14 7312 470 6842 575 Grumpy Well - BIA 24 P26 BIA24 447450 4038550 5 18 37-0.06-0.13 7398 177 7221 1000 RG-64059 D318/W_1336 D318 438942 4037333 5 21 16-0.04-0.28 7046 502 6544 590 RG-68728 D328/W_1342 D328 441678 4036795 5 22 23 0.30-0.48 7164 525 6639 640 RG-4066 L150 L150 437171 4036327 5 23 11 0.46 0.32 6989 498 6491 561 West Deep Well - BIA 20 P22 BIA20 447330 4036110 5 24 37 0.00-0.43 7242 99 7143 1000 RG-75635 Taos Landfill TL 442398 4033819 5 30 24-0.31 0.31 7152 320 6832 510 RG-74803-EXP El Prado Wtr & San ELPR 5 34 40 0.00 0.00 6970 24 6946 1125 Karavas 2 screen 5 P47 K2-5 446690 4030610 5 38 35-0.33-0.02 6925 23 6902 508 Taos Yard Exploratory Deep GG17/B61 TY 447560 4027036 5 47 37-0.45 0.14 6920 115 6805 1020 RG-35518 A33/G6 Exploratory A33 440130 4026244 5 49 19-0.48-0.32 6640 37 6603 530 RG-37303 / RG-60885-EX Taos SJC GG10 SJC 440453 4026098 5 49 19-0.11 0.48 6650 29 6621 180 Special OSE file L30 L30 440409 4025107 5 51 19 0.35 0.37 6735 116 6619 136 RG-68034 Riverbend RIVB 438869 4024581 5 53 16-0.34-0.46 6725 121 6604 215 RG-50140 BJV1 GG5 GG5 441231 4023483 5 55 21 0.38 0.41 6841 158 6683 240 RG-65392 EXP Barranca del Pueblo BAR 5 56 11 0.00 0.00 6685 233 6452 320 RG-59563-EX UNM/Taos GG6 UNM 441599 4022601 5 58 22-0.42 0.33 6990 310 6680 1200 Tract B OW - BIA 7 Deep P7 BIA7d 444350 4039090 6 17 29-0.41 0.17 7312 720 6592 1020 Tract B PW - BIA 8 P9 BIA8 444320 4039080 6 17 29-0.38 0.09 7310 719 6591 1005 BOR 5 BOR 5 BOR5 447380 4035900 6 25 37-0.48-0.30 7247 265 6982 1830 Taos Airport deep TA 439404 4034694 6 28 17-0.48-0.13 7050 500 6550 1720 Karavas 2 screen 2 P46 K2-2 446690 4030610 6 38 35-0.33-0.02 6925 261 6664 1117 Tract A OW - BIA 5 P5 BIA5 442420 4028390 6 43 24 0.19 0.37 6780 200 6580 1000 Tract A PW - BIA 6 P6 BIA6 442400 4028390 6 43 24 0.19 0.32 6785 200 6585 1000 RG-73668 BOR 2B intermediate BOR2B 446240 4026553 6 48 34-0.25-0.14 6868 84 6784 1050 Rio Pueblo 2000 upper RP2Ku 440375 4026027 6 49 19 0.06 0.29 6660 171 6489 1175 RG-72824 Nat Guard Domestic NG 442209 4022626 6 58 24-0.48-0.16 6960 270 6690 1430 RG-73095 BOR1 deep BOR1 442124 4022604 6 58 24-0.43-0.37 6960 281 6679 2003 BOR 7 BOR 7 BOR7 444280 4038930 7 17 29-0.01-0.01 7315 720 6595 3000 BOR 6 BOR 6 BOR6 444798 4036007 7 24 30 0.26 0.28 7188 610 6578 2000 BOR 4 BOR 4-D BOR4D 445020 4035680 7 25 31 0.07-0.17 7188 610 6578 1800 Karavas 2 screen 1 P45 K2-1 446690 4030610 7 38 35-0.33-0.02 6925 165 6760 1942 Total Depth pbarroll HOBS-7L.xls Page 8 10/28/2005 Appendix A page 9
Table A1 Well ID Well ID Source ID Water Level Data Used as Targets for the Taos Groundwater Model Well Location Model Coordinates MODFLOW Target ID X UTM NAD83 Y UTM NAD83 Model Layer Row Col Row offset Col offset Elevation/Depth data in feet Ground Surface Elevation Depth to Water Water Level Elevation Karavas 3 P50 K3 446690 4030610 7 38 35-0.33-0.02 6927 271 6656 1800 RG-73668 BOR 2C deep BOR2C 446240 4026553 7 48 34-0.25-0.14 6868 271 6597 2024 BOR 3 BOR 3 BOR3 446247 4026541 7 48 34-0.22-0.12 6868 276 6592 2110 Rio Pueblo 2000 deep RP2Kd 440375 4026027 7 49 19 0.06 0.29 6660 151 6509 2000 Rio Pueblo 2000 middle RP2Km 440375 4026027 7 49 19 0.06 0.29 6660 160 6500 1360 RG-74167 Rio Pueblo 2500 RP25K 440360 4026053 7 49 19 0.00 0.25 6665 155 6510 2500 Total Depth pbarroll HOBS-7L.xls Page 9 10/28/2005 Appendix A page 10
APPENDIX B Distribution of Hydraulic Properties, Stresses and Calibration Residuals for Taos Groundwater Model T17.0 This Appendix contains the following model information: 1) Hydraulic Conductivity (K) Diagrams, Layers 1 through 7 2) Transmissivity (T) Diagrams, Layers 1 through 7 3) Distribution of Irrigation Return Flow (Groundwater Accretions from Irrigation) 4) Distribution of Mountain-Front Recharge 5) Table Summarizing Well Pumping Simulated in Model 6) Distribution of Municipal, Domestic and Sanitary Pumping Diagrams 7) Calibration Residuals Diagrams, Layers 1 through 7 All diagrams were generate using Microsoft Excel for illustrative purposes, and are not to scale, and generally have some horizontal exaggeration. Model cells are actually squares: ¼ mile by ¼ mile. Row values are listed along the left hand side, and column values are listed along the top of each diagram. These diagrams include a few basic model features. RIV and STR cells that represent the Rio Grande and its tributaries are designated by bordered cells. The Buffalo Pasture is denoted by bordered STR cells with pink font within. The background colors of the cells indicate which layer contains the uppermost active cell at each x, y location for the model as a whole. Light Blue Cells: the uppermost active cells are in layer 1. Yellow Cells: the uppermost active cells are in layer 3 (layers 1 and 2 are not active in these locations) Orange Cells: The uppermost active cells are in layer 4 (layers 1, 2 and 3 are not active in these locations) Green Cells: The uppermost active cells are in layer 5 (layers 1, 2, 3 and 4 are not active in these locations) White cells: Only the white cells representing the Rio Grande, which are the bordered white cells along the left hand side of the active model grid, are active. These cells are in layer 6. Appendix B page 1
Layer 1 Hydraulic Conductivity (ft/day) K1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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Layer 2 Hydraulic Conductivity (ft/day) K2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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Layer 3 Hydraulic Conductivity (ft/day) K3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 3 3 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 3 3 3 3 3 3 3 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 3 0.5 0.5 0.5 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 20 20 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 20 20 3 0.5 0.5 0.5 0.1 0.1 0.1 0.1 3 3 3 3 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 20 20 3 0.5 0.5 0.5 0.1 0.1 0.1 0.1 3 3 3 0.1 0 0 16 0 0 0 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0 3 3 20 20 3 3 3 3 0.5 0.5 0.5 20 20 20 0.1 0.1 0.1 0.1 0 0 0 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 20 20 3 3 3 3 0.5 0.5 0.5 20 20 20 0.1 0.1 0.1 0.1 0.1 0 0 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 20 20 3 3 3 3 0.5 0.5 0.5 20 20 20 20 0.1 0.1 0.1 0.1 0 0 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 20 20 3 3 3 3 0.5 0.5 0.5 20 20 20 20 0.1 0.1 0.1 0.1 0 0 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 20 3 3 3 3 3 0.5 0.5 0.5 20 20 20 20 0.1 0.1 0.1 0.1 0 0 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 20 20 3 3 3 3 3 0.5 0.5 0.5 20 20 20 20 0.1 0.1 0.1 0.1 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 20 3 3 3 3 3 3 0.5 0.5 0.5 20 20 20 20 0.5 0.1 0.1 0.1 0 0 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 20 3 3 3 3 3 3 0.5 0.5 0.5 20 20 20 20 0.5 0.5 0.1 0.1 0 0 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 20 3 3 3 3 3 3 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0 0 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 3 3 3 3 3 3 20 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.1 0 0 0 0 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 3 3 3 3 3 3 20 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.1 0 0 0 0 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 3 3 20 20 20 20 20 20 20 20 20 20 3 3 3 0.5 0.5 0.1 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 3 20 20 20 20 20 20 15 15 15 15 15 20 3 3 0.5 0.5 0.1 0 0 0 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 20 15 15 20 20 15 15 15 15 15 15 15 15 20 3 0.1 0.1 0.1 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 20 20 20 15 15 15 15 15 15 15 15 15 15 15 15 15 15 20 0.1 0.1 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 20 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 3 0 0 0 0 0 0 0 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 20 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 3 0 0 0 0 0 0 0 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 20 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 0.1 3 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 20 20 15 15 15 15 15 15 15 15 15 15 15 15 0.1 0.1 0.1 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 20 20 15 15 15 15 15 15 15 15 15 15 15 0.1 0.1 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 20 15 15 15 15 15 15 15 15 15 15 15 0.1 0.1 0 0 0 0 0 0 0 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 15 20 15 15 15 15 15 15 15 15 15 0.1 0.1 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 15 20 15 15 15 15 15 15 15 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 15 20 15 15 15 15 15 15 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 15 20 20 15 15 15 15 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 15 15 20 15 15 15 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 15 15 20 20 15 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 15 15 20 15 15 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 0.1 0.1 0.1 15 15 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Appendix B page 4
Layer 4 Hydraulic Conductivity (ft/day) K4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 0 0 0 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 0 0 0 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 1 1 1 0 0 0 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 1 1 0 0 0 0 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 1 1 0 0 0 0 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 1 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 1 0 0 0 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 4 4 4 4 4 4 4 4 1 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 4 4 4 4 4 4 4 4 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 4 4 4 4 4 4 4 0 0 0 0 0 0 0 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 4 4 4 4 4 4 4 0 0 0 0 0 0 0 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 4 4 4 4 4 4 4 4 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 57 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Appendix B page 5
Layer 5 Hydraulic Conductivity (ft/day) Layer 5 Hydraulic Conductivity (ft/day) K5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 0 0 0 0 0 0 0 0 0 0 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 8 0 0 0 0 0 0 0 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 9 0 0 0 0 0 0 0 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 10 0 0 0 0 0 0 0 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 11 0 0 0 0 0 0 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 12 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 13 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 14 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 15 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 16 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 17 0 0 0 0 0 0 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 18 0 0 0 0 0 0 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 19 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 20 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 21 0 0 0 0 10 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 22 0 0 0 0 10 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 23 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 24 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 25 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 1 0 0 0 26 0 0 0 0 0 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 1 0 0 0 27 0 0 0 0 0 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 1 0 0 0 28 0 0 0 0 0 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 0 0 0 29 0 0 0 0 0 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 0 0 0 30 0 0 0 0 0 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 0 0 0 31 0 0 0 0 0 10 10 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 0 0 0 32 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 0 0 0 33 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 0 0 0 34 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 35 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 36 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 37 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 38 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 39 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 40 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 41 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 42 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 0 0 0 0 43 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 0 0 0 0 0 44 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 1 4 0 0 0 0 0 45 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 1 1 0 0 0 0 0 46 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 1 0 0 0 0 0 0 47 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 0 0 0 0 0 0 0 48 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 1 4 0 0 0 0 0 0 0 49 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 0 0 0 0 0 0 50 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 1 4 4 0 0 0 0 0 0 51 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 1 0 0 0 0 0 0 0 52 0 0 0 0 0 0 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 53 0 0 0 0 0 0 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 54 0 0 0 0 0 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 55 0 0 0 0 0 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 57 0 0 0 0 0 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 0 0 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Appendix B page 6
Layer 6 Hydraulic Conductivity (ft/day) Layer 6 Hydraulic Conductivity (ft/day) K6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 8 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 9 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 10 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 11 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 12 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 13 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 14 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 15 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 16 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 17 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 18 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 19 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 20 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 21 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 22 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 23 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 24 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 25 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 26 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 27 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 28 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 29 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 30 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 31 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 32 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 33 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 34 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 35 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 36 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 37 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 38 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 39 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 40 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 41 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 42 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 43 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 44 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 45 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 46 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 47 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 48 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 49 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 50 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 51 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 52 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 53 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0 0 0 0 0 0 0 0 54 0 0 0 0 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0 0 0 0 0 0 0 0 55 0 0 0 0 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0 0 0 0 0 0 0 0 0 56 0 0 0 0 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 57 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Appendix B page 7
Layer 7 Hydraulic Conductivity (ft/day) Layer 7 Hydraulic Conductivity (ft/day) K7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 0 0 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 8 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 9 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 10 0 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 11 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 12 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 13 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 14 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 15 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 16 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 17 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 18 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 19 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 20 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 21 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 22 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 23 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 24 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 25 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 26 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 27 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 28 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 29 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 30 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 31 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 32 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 33 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 34 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 35 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 36 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 37 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 38 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 39 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 40 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 41 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 42 0 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 43 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 44 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 45 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 46 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 47 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 48 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 49 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 50 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 0 0 0 0 0 0 51 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 52 0 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 53 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0 0 0 0 0 0 0 0 54 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0.1 0 0 0 0 0 0 0 0 55 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.1 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 57 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Appendix B page 8
T1 Column: T17.0 Transmissivity Layer 1 ft2/day Row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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0 0 0 0 0 0 0 0 0 0 0 0 400 400 400 400 400 200 0 0 0 0 0 0 0 0 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 400 400 400 400 20 300 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 30 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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T2 Column: T17.0 Transmissivity Layer 2 ft2/day Row: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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T6 Column: T17.0 Transmissivity Layer 6 ft2/day Row: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1 0 0 0 0 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 50 50 50 50 50 50 50 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 50 50 50 50 50 50 50 50 50 50 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 50 50 50 50 50 50 50 50 50 50 50 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 50 50 50 50 50 50 50 50 50 50 50 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 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150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 50 50 50 50 50 50 50 0 0 27 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 50 50 50 50 50 50 50 0 0 28 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 50 50 50 50 50 50 50 0 0 29 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 50 50 50 50 50 50 50 0 0 30 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 50 50 50 50 50 50 50 0 0 31 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 50 50 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150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 100 100 100 100 100 50 50 50 50 50 50 50 50 50 0 0 38 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 100 100 100 100 100 100 50 50 50 50 50 50 50 50 0 0 39 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 50 0 0 40 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 50 0 0 41 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 0 0 0 42 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 50 50 50 50 50 50 50 0 0 0 43 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 250 250 250 250 250 250 250 250 250 50 50 50 50 50 50 0 0 0 0 44 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 150 250 250 250 250 250 250 250 250 250 50 50 50 50 50 50 0 0 0 0 45 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 250 250 250 250 250 250 250 250 250 50 50 50 50 50 50 0 0 0 0 46 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 250 250 250 250 250 250 250 250 250 50 50 50 50 50 0 0 0 0 0 47 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 250 250 250 250 250 250 250 250 250 50 50 50 50 0 0 0 0 0 0 48 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 150 150 150 150 150 150 150 150 150 150 150 150 250 250 250 250 250 250 250 250 250 50 50 50 50 0 0 0 0 0 0 49 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 50 50 50 50 50 0 0 0 0 0 50 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 50 50 50 50 50 0 0 0 0 0 51 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 50 50 50 50 0 0 0 0 0 0 52 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 50 50 50 50 0 0 0 0 0 0 53 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 50 50 50 0 0 0 0 0 0 0 54 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 50 50 50 0 0 0 0 0 0 0 55 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 50 50 0 0 0 0 0 0 0 0 56 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 0 0 0 0 0 0 0 0 0 0 57 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Appendix B page 14
T7 Column: T17.0 Transmissivity Layer 7 ft2/day Row: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1 0 0 0 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 0 0 0 7 0 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 0 8 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 0 9 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 10 0 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 11 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 12 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 13 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 14 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 15 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 16 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 17 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 18 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 0 19 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 0 20 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 0 21 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 0 0 22 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 0 0 23 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 0 24 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 25 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 26 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 27 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 28 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 29 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 30 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 31 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 32 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 33 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 170 0 0 34 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 170 0 0 35 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 170 170 170 0 0 36 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 340 340 340 340 170 170 170 170 170 170 170 170 170 170 0 0 37 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 340 340 340 340 340 170 170 170 170 170 170 170 170 170 0 0 38 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 340 340 340 340 340 340 170 170 170 170 170 170 170 170 0 0 39 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 0 0 40 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 170 0 0 41 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 0 0 0 42 0 0 0 0 0 0 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 170 170 170 170 170 170 170 0 0 0 43 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 0 0 0 0 44 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 255 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 0 0 0 0 45 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 850 850 850 850 850 850 850 850 850 170 170 170 170 170 170 0 0 0 0 46 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 850 850 850 850 850 850 850 850 850 170 170 170 170 170 0 0 0 0 0 47 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 850 850 850 850 850 850 850 850 850 170 170 170 170 0 0 0 0 0 0 48 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 255 255 255 255 255 255 255 255 255 255 255 255 255 850 850 850 850 850 850 850 850 850 170 170 170 170 0 0 0 0 0 0 49 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 0 0 0 0 0 50 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 170 0 0 0 0 0 51 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 0 0 0 0 0 0 52 0 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 170 0 0 0 0 0 0 53 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 0 0 0 0 0 0 0 54 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 170 0 0 0 0 0 0 0 55 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 170 170 0 0 0 0 0 0 0 0 56 0 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 0 0 0 0 0 0 0 0 0 0 57 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Appendix B page 15
Zones of Irrigation Return Flow Application Averagcol row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 2 3 1 4 1 1 1 5 1 1 1 1 1 1 1 1 4 2 2 2 2 2 2 2 2 2 6 1 1 1 1 1 1 1 1 3 3 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 4 4 7 1 1 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 8 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 9 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 11 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 12 4 4 4 4 4 4 4 6 6 6 6 6 13 4 4 4 4 4 6 6 6 6 6 14 4 4 4 4 6 6 6 6 6 6 6 15 4 4 6 6 6 16 4 6 6 6 17 4 6 18 19 20 21 22 23 5 24 5 7 25 5 6 6 7 7 8 26 5 5 6 6 7 7 7 7 8 8 27 5 6 6 7 7 7 7 8 8 28 5 5 5 6 6 7 7 7 7 7 8 8 29 5 6 6 7 7 7 7 7 8 8 30 6 7 7 7 7 7 8 8 8 31 6 6 7 7 7 7 7 8 8 8 8 32 5 6 7 7 7 7 7 7 8 8 8 8 8 8 8 8 33 5 5 7 7 7 7 7 7 8 8 8 8 9 9 9 9 34 6 7 7 7 7 7 7 8 8 8 9 9 9 9 9 35 5 7 7 7 7 7 8 8 8 9 9 9 9 9 36 5 7 7 7 7 8 8 8 9 9 9 9 37 5 7 7 7 7 8 8 8 9 9 38 5 7 7 7 7 7 9 9 9 9 9 39 5 7 7 7 7 7 7 9 9 9 9 9 40 7 7 7 7 7 9 9 9 9 9 9 41 5 7 7 7 7 7 9 9 9 9 9 9 42 7 7 7 7 7 9 9 9 9 9 9 43 7 7 7 7 9 9 9 9 9 9 9 9 9 9 44 7 7 7 10 10 10 10 10 9 9 9 9 45 10 10 10 10 10 10 10 10 10 10 10 10 9 9 9 46 12 12 12 12 11 11 11 10 10 10 10 10 10 10 9 9 47 12 12 12 12 12 11 11 11 11 11 11 11 10 10 10 10 10 10 10 48 12 12 12 12 12 12 12 12 11 11 11 11 11 11 10 10 10 10 10 49 12 12 12 12 12 11 11 11 11 11 11 10 10 10 10 50 12 12 11 11 11 11 51 12 11 11 11 11 11 11 52 12 12 11 11 11 11 11 11 53 12 12 11 11 11 11 11 54 12 12 12 12 11 11 11 11 11 11 11 55 12 12 12 12 11 11 11 11 11 11 11 11 56 12 12 12 12 11 11 11 11 11 11 11 57 12 12 12 12 11 11 11 11 11 11 58 12 12 12 11 11 11 11 11 59 11 11 11 11 11 60 12 11 11 11 Application of Irrigation Return Flows to Groundwater Zone Number 1 2 3 4 5 6 7 8 9 10 11 12 13 Zonal Application Rate (AF/yr) 338 169 334 1720 319 424 2115 1483 1516 647 1668 1159 14 Location Description of Zone A - NW of Rio Hondo B - NE of Rio Hondo C - SW of Rio Hondo D - BTW RH & AS E - West Side of AS F - South Side of AS G - Btw AS & RL H - Btw RL & RPdT I - Btw RPdT & RFdT J - South Side of RFdT K - East Side of RGdR & RC L - West Side of RGdR M - North Side of RPdT Appendix B page 16
Diagram of Mountain Front Recharge Distribution T17.0 Averaolumn row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 2 9 2 10 2 11 2 12 3 13 3 14 3 15 3 16 3 17 3 18 3 19 3 20 3 21 3 22 3 23 4 24 4 25 4 26 4 27 4 28 4 29 4 30 4 31 4 32 4 33 4 34 4 35 4 36 4 37 4 38 4 39 4 40 4 41 5 42 5 43 5 44 5 45 5 46 5 47 5 48 5 49 5 50 5 51 5 52 5 53 5 54 5 55 6 5 56 6 6 57 6 58 6 59 6 60 7 7 7 7 7 7 6 Mountain Front Recharge Zone Number 1 2 3 4 5 6 7 Distribution Zonal Recharge Rate (AF/yr) 1260 630 1080 1440 270 180 450 Appendix B page 17
Well Pumping Input into Calibration Run of T17.0 Model (AF/yr) Stress Period: Taos Pueblo* Town of Taos El Prado Other Mutual Domestic Wells Domestic Well* Multiple Dwelling Domestic Wells* Sanitary Wells* Total 1964-1973 100 510 0 137 563 299 189 1608 1974-1983 200 680 0 183 563 299 189 1924 1984-1993 200 837 37 370 563 299 189 2305 1994-2003 200 838 64 395 563 299 189 2358 * Estimated Diversions Appendix B page 18
Rows olumns 1 Lo bo Creek 5 10 15 20 25 30 35 40 45 50 55 60 Sou th Fork Rio Hondo 5 10 Lower Arroyo Hondo Upper Arroyo Hondo Rio Hondo Valdez Upper Desmontes (1) Lower Desmontes Upper Desmontes (2) Arroyo Seco El Salto 15 20 25 El Prado (3) 30 35 R io Grande El Prado (2) de Rio Pueblo Taos 40 Upper Ranchitos 45 Rio Fernando de Taos Canon (2) Canon (1) 50 55 60 Arroyo Alamo Talpa (4) Llano Quemado (2) Llano Quemado (1) R Ranchos de Taos (1) Ranchos de Taos (2) Talpa Talpa io Grande del Rancho Arroyo Hondo 0 5 10 Miles Taos Mutual Domestic Wells and El Prado WSD Wells Appendix B page 19
Municipal and Other Non-Domestic Water Supply Wells Simulated in Taos Groundwater Model AveColumn Row4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1 2 3 4 5 3 6 3 3 7 3 3 3 8 9 10 3 3 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4 28 29 30 4 31 1 32 1 33 1 34 1 35 36 37 2 38 39 2 2 40 3 2 41 42 2 43 2 44 45 3 46 3 47 48 49 50 51 52 53 54 55 3 56 57 3 3 58 3 59 3 3 60 Designation Wells 1 Taos Pueblo (estimated, generalized pumping location) 2 Town of Taos 3 El Prado Water & Sanitation District 4 Mutual Domestic Associations Appendix B page 20
Distribution of Domestic Wells and Sanitary Type Wells Simulated in Taos Groundwater Model Includes wells listed in OSE files as Domestic, Multiple (Domestic well serving multiple dwelling) and Sanitary Numbers shown represents the number of these types of wells that occur in the model cells SumColumn Row 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1 1 1 1 5 1 2 1 2 1 1 1 3 2 2 4 1 1 1 3 2 1 1 1 4 1 1 6 3 4 2 2 1 1 4 2 3 5 1 1 1 4 5 4 1 1 1 1 1 2 2 1 3 3 4 2 1 7 1 6 6 3 2 2 3 2 5 2 4 5 3 1 3 1 4 4 5 6 2 1 1 1 1 7 3 1 2 4 2 1 1 1 1 3 1 1 3 1 1 6 5 4 4 6 4 5 5 4 6 1 3 8 1 1 2 2 2 3 1 1 1 2 1 1 3 8 5 2 2 1 3 2 2 2 4 11 4 9 2 1 1 2 2 2 2 2 1 6 3 1 1 1 4 9 10 4 8 3 4 2 1 3 5 8 3 3 3 10 1 4 1 2 3 1 1 1 2 1 1 1 1 3 8 1 6 12 6 4 1 3 1 6 4 3 1 4 11 1 1 1 2 4 2 1 1 1 1 2 1 1 1 2 3 6 6 2 12 4 3 1 1 1 1 13 1 1 1 1 1 2 2 1 1 3 5 1 14 1 2 1 1 2 2 1 1 3 3 1 15 1 1 1 2 1 16 2 1 1 1 1 1 4 7 1 17 1 1 4 2 1 1 1 18 1 1 1 1 2 2 19 1 1 1 1 1 2 2 20 1 2 1 1 1 1 21 1 1 1 1 1 4 1 22 1 1 2 1 1 1 7 3 8 1 1 23 1 1 1 1 2 1 1 1 7 9 6 2 2 24 1 1 1 1 1 5 2 4 3 1 1 25 1 1 2 1 2 4 1 4 6 2 1 1 26 1 1 1 3 4 4 4 4 1 8 27 1 1 1 2 2 1 1 1 4 4 1 2 7 3 28 2 1 1 1 4 4 2 3 4 4 2 1 29 1 1 1 4 1 4 3 3 1 4 1 30 2 1 4 2 8 1 2 3 2 2 31 1 1 1 3 2 1 1 1 3 32 1 1 1 1 2 2 3 2 2 4 2 33 4 3 4 3 2 1 3 5 1 34 3 2 1 2 1 1 4 2 1 35 4 5 7 1 1 1 4 3 2 36 1 1 1 3 2 5 3 2 1 1 1 1 37 2 1 1 1 6 9 1 1 2 3 1 1 1 38 1 6 2 4 10 4 5 1 1 39 2 3 5 1 5 8 3 2 1 1 1 40 3 2 1 1 1 3 41 1 1 2 2 1 1 2 1 2 3 42 1 1 1 1 5 5 3 1 2 3 1 43 1 1 1 3 5 7 5 1 2 1 2 3 4 3 1 44 1 3 3 8 2 3 9 3 1 1 4 5 1 1 5 1 3 1 45 1 5 1 3 1 5 2 4 3 3 1 4 4 9 46 2 2 3 3 1 3 4 2 1 1 2 3 2 7 5 2 47 1 2 1 7 3 3 2 2 1 2 1 3 2 3 3 2 4 4 48 1 2 2 2 3 2 3 1 3 3 1 2 2 2 1 1 3 4 5 1 5 49 1 1 3 2 2 2 3 1 2 1 3 6 2 2 1 1 1 2 3 2 1 50 1 1 3 2 5 1 2 1 4 2 1 1 1 1 1 1 3 2 1 2 3 1 51 3 2 4 3 2 7 1 2 5 2 5 4 2 2 5 3 3 3 52 1 2 2 1 1 1 4 5 2 3 4 6 2 9 5 7 3 3 4 1 5 3 1 53 1 2 1 1 2 4 6 2 3 1 5 6 4 9 8 5 3 3 5 5 7 3 4 54 1 1 1 1 1 4 1 5 2 1 1 2 7 6 5 4 3 1 4 4 8 5 5 2 55 1 3 4 9 4 5 6 2 1 4 13 3 5 4 2 3 5 1 6 2 5 1 56 1 1 2 1 1 1 1 1 6 11 6 4 4 5 8 1 4 2 8 1 5 4 3 4 2 57 1 1 1 1 1 1 1 1 3 4 4 3 1 2 3 4 3 1 5 58 2 1 1 1 2 1 2 3 4 2 6 8 2 1 59 2 1 1 1 1 2 5 10 3 2 60 1 1 1 2 1 4 4 5 Appendix B page 21
t17-0-resids.xls 1/4/200612:43 PM T-17 Calibration Results Layers 1, 2 and 3 Residuals (Observed - Modeled Heads) in feet Sum -129 Average -1 row 6789###### # # # 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1 23 4 5 6 7 8 0.42 9 10 31 39 11 32 28 12-10 32.6 69 13-56 3.7 14 15 112 16 17-22 18 30.1 77.4 19-14 20 6 21-26 92 22 16 28 20 23 7.4-0.2 29 24 21 18 7.3 25-68 16 15 26 61 0.3 27 22 9.5 3.6-12.9-68 28-4.9 9.3 29-84 -17 30-31 14.2-4.5-16 31-25 19-11 4 32-28 -56.2 12 33 4.2-22 -19 34-7.2-8.4-21 35 6.9-3.8 4.1 4.1 2.7 36-8.1 0.2-15 15 37-0 -4.5 38-44 -11-9.9-10.8 4.9 3.4-12 39 4.2-15.2 12 11 12 30 40 2.8-23.2-8.0 16 41-20 41 2.6-127 42 25-0.9 43-10 -12-44.2 7.6 44 33-26.6 22 16 45-28 -7.3-60.8-25 16-9.9 50 46-36.2 9.3 7.9-16 17 53 47-7.2-5.8-7.7 48 6.1-2.9-41 1.2 7.6 42.1-5.6-53 62 49 27 50 27 16-29 -39 51-25 50 5.4 35-40 -3.4 52 12-4.7-11 3.9 117 53 0.8-2.7-23 -25 54 79-25.3 17-79 55-92 24-68.6 56-143 32 1.1 1.9 57 69-22 29 58-24 -4.7 59 44-76 -28 60-33 -16 Appendix B page 22
t17-0-resids.xls 1/4/2006 12:44 PM T-17 Calibration Results Layer 4 Residuals (Observed - Modeled Heads) in feet Sum 295 Average 10 row12345 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 234 5 6-39 7-38 8-37 9-36 157 10 11 12 13-75 14 15 16 17 18 19 20 21 22 23 24 25 42 26 27-65 65 28 95 14 29 30 31 41 32 33 34 35 36 28 37-0 38-7 39-3 40 41 42 43 48 4.3 44-1 45 39 46 44 47-20 48 49 50 12 51 79 52-16 61 53 54 55 56 57 58-12 -80 59-111 107 60 Appendix B page 23
t17-0-resids.xls 1/4/2006 T-17 Calibration Results Layer 5 Residuals (Observed - Modeled Heads) in feet Sum 61 Average 3 Ave col row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 234 5 6 7-5 8 9-18 -113 10 11-7 12 13 14-5 15-110 16 17 9.5-27.9 18 229 19 20 21 1.8 22-78 23 24 24 169 25 26 27 28 29 30 90 31 32 33 34-11 35 36 37 38 4.1 39 40 41 42 43 44 45 46 47-72 48 49-15 50 51-16 52 53 17 54 55 20 56-31 57 58 4.2 59 60 Appendix B page 24
t17-0-resids.xls 1/4/2006 T-17 Calibration Results Layer 6 Residuals (Observed - Modeled Heads) in feet sum -12 average -1 row123456 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 23 4 56 7 8 9 10 11 12 13 14 15 16 17-63 18 19 20 21 22 23 24 25 112 26 27 28 62 29 30 31 32 33 34 35 36 37 38-141 39 40 41 42 43-44 44 45 46 47 48 8.9 49 22 50 51 52 53 54 55 56 57 58 31 59 60 Appendix B page 25
t17-0-resids.xls 1/4/2006 12:45 PM T-17 Calibration Results Layer 7 Residuals (Observed - Modeled Heads) in feet Sum -83 Average -14 row 12345678 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1 234 5 6 7 8 9 10 11 12 13 14 15 16 17-4.8 18 19 20 21 22 23 24-36 25-42 26 27 28 29 30 31 32 33 34 35 36 37 38 55 39 40 41 42 43 44 45 46 47 48-45 49-9.5 50 51 52 53 54 55 56 57 58 59 60 Appendix B page 26
Appendix C Detailed hydrogeologic background report: Hydrologic Characteristics of Basin-fill Aquifers in the Southern San Luis Basin, New Mexico By Paul Drakos, Jay Lazarus, Bill White, Chris Banet, Meghan Hodgins, Jim Riesterer and John Sandoval. New Mexico Geological Society Guidebook, 55 th Field Conference, Geology of the Taos Region, 2004, p. 391-404. Appendix C page 1
New Mexico Geological Society Guidebook, 55 th Field Conference, Geology of the Taos Region, 2004, p. 391-404. 391 HYDROLOGIC CHARACTERISTICS OF BASIN-FILL AQUIFERS IN THE SOUTHERN SAN LUIS BASIN, NEW MEXICO PAUL DRAKOS 1, JAY LAZARUS 1, BILL WHITE 2, CHRIS BANET 2, MEGHAN HODGINS 1, JIM RIESTERER 1, AND JOHN SANDOVAL 2 1 Glorieta Geoscience Inc. (GGI), PO Box 5727, Santa Fe, NM 87502 2 US Bureau of Indian Affairs (BIA), Southwest Regional Office, 615 First St., Albuquerque, NM 87102 ABSTRACT. The Town of Taos and Taos Pueblo conducted a joint deep drilling program to evaluate the productivity and water quality of the Tertiary basin-fill aquifer system underlying the Servilleta Formation. Testing results from a series of municipal, exploratory, subdivision, and domestic wells are also used to characterize hydrologic properties (T, K, K, and S), and the effect of faults on groundwater flow in shallow and deep basin fill aquifers. The shallow unconfined to leaky-confined alluvial aquifer includes alluvial deposits and the underlying Servilleta Formation (Agua Azul aquifer facies). The deep leaky-confined to confined aquifer includes Tertiary age rift-fill sediments below the Servilleta Formation and is subdivided into the Chama-El Rito and Ojo Caliente aquifer facies. Although faults typically do not act as impermeable boundaries in the shallow alluvial aquifer and groundwater flow in the shallow aquifer is not significantly affected by faults, the Seco fault and several of the Los Cordovas faults act as impermeable boundaries in the deep basin fill aquifer. However, other Los Cordovas faults apparently do not affect groundwater flow in the deep aquifer, suggesting variable cementation along fault planes at depth. The Town Yard fault appears to be a zone of enhanced permeability in the shallow alluvial aquifer, and does not act as an impermeable boundary in the deep basin fill aquifer. Intrabasin faults such as the Seco fault that exhibit significant offset likely cause some compartmentalization of the deep aquifer system. INTRODUCTION The Town of Taos, Taos Pueblo, and adjacent communities are situated primarily within the Rio Pueblo de Taos and Rio Hondo drainage basins. The Rio Pueblo de Taos basin includes the following streams from north to south; Arroyo Seco, Rio Lucero, Rio Pueblo de Taos, Rio Fernando de Taos, and Rio Grande del Rancho (Figs. 1 and 3). Northern tributaries to Rio Pueblo de Taos drain Precambrian granite and gneiss, and Tertiary granite, whereas southern tributaries drain Paleozoic sandstone, shale, and limestone (Kelson and Wells, 1989). The area of this study includes the region between the Sangre de Cristo mountain front on the east and the Rio Grande on the west, the Rio Hondo on the north and the Rio Grande-Rio Pueblo de Taos confluence on the south (Fig. 1). The majority of the historic water supply for municipal, domestic, livestock, and sanitary purposes for the Town of Taos, Taos Pueblo, and adjacent communities has been derived from the Colorado Plateau Mogollon - Datil Volcanic Field Jemez Volcanic Field Jemez Lineament P S M A Rio Grande Rift E SL Southern Rocky Mountains Study Area Great Plains Kilometers Symbol 1 1 Rio Grande Explanation Major stream or river 0 0 1 Miles 1 Kilometers US Hwy 64 Rio Pueblo detaos State Rd. 68 Rio State Rd. 68 Hondo Town of Taos Study Area Detail FIGURE 1. Location map schematic map of New Mexico showing study area and the approximate limits of various physiographic provinces and geographic features. Major basins in the Rio Grande rift from north to south are: SL=San Luis, E = Española, A = Albuquerque, S = Socorro, P = Palomas, M = Mimbres. (state map modified from Sanford et al., 1995 and Keller and Cather, 1994). Hwy. 150 US Hwy 64 Sangre de Cristo Mountains Appendix C page 2